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HomeMy WebLinkAbout1221, 1225 Petersen PlCiv to �, L ID CITY OF SANFORD � -1 BUILDING & FIRE PREVENTION A# 413 PERMIT APPLICATION Application No: OG "la Documented Construction Value: Job Address: Address: Baa Historic District: Yes ❑ No 0 - Parcel ID: tt-�20 �2n -J59 1 - COCO- 09WO Zoning: Description of Work: ff1an Review Contact Person: :Ei-ty, knod Title: (k, .0, wi Property Owner Information Name e. BO600 t \V 1N Phone: Li0i-'rTt0 Street: y5TSPto ' ' n����� e\"-* (000 Resident of property? City, State Zip: OV�10ir-A —.�-&pQ Contractor Information Street: Psu�jko --r' 6xi i�(000' Fax: —1co- CrTP5- 1"�3 1 cl;? City, State Zip: ua•. • • .. .. Architect/Engineer Information Name: �� �i=jIQ1ti,��G-- Street: City, St, Zip: Ul �`r Bonding Company: `V I A Address: Phone: 40-7--T7(-(- (ocrys Fax: Lq M Z`7 L1—L_t6_(T E-mail: Mortgage Lender: m i -A Address: PERMIT INFORMATION Building Permit Er Square Footage: �cts� Construction Type: Sld No. of Stories: `a No. of Dwelling Units: Flood Zone: Y10 Electrical O New Service - No. of AMPS: Mechanical ❑Duct layout required for new systems) k) / 3y �° 30 a5s►, 5 Plumbing D New Construction - No. of Fixtures: Fire Sprinkler/Alarm D No. of heads: NOV 1 L 2013 I CITY OF SANFORD L BUILDING & FIRE PREVENTION - j PERMIT APPLICATION ILA /- 7.ff.�r Application No: ILA , � cl � Documented Construction Value:'—r^���; Job Address:1 Q@'5 yi -pi Historic District: Yes ❑ No ❑ Parcel ID: I(—a0——Ct)W — OQ0 50 Zoning: Description of Work:c_SF1_2 ... Plan Review Contact Person: :Fir-tyl Nrylod Title: Property Owner Information Name � e. B0600 t kyl `LJ Phone: 4C' 1—'tfff57 --P!)Qa? Street: Mt:�Q T�i tP__1P1S_ esd _1k_ (600 Resident of property? : 00 City, State Zip: 0&Etc I'm ---.�)Q-0Q Contractor Information Name Phone: 40—T—"EW -� Street:6yaFax: —1dw-" COP5_ 1"�; 10� City, State Zip: VV D Q 1 �:9 :ffpp"isaa State License No.: Dj&.1 Architect/Engineer Information Name: ��-"�1QV1 CfV� up Phone: L(Q_1- T7('(—(00 7'R Street: tum N • �b" 11-4t It Fax: City, St, Zip: wor0, -" -� a`7P) E-mail: Bonding Company: N I A Address: Building Permit ❑ Mortgage Lender: N /A Address: PERMIT INFORMATION Square Footage:Construction Type L7 No. of Stories: o! No. of Dwelling Units: Flood Zone: (KCS Electrical ❑ Plumbing ❑ New Service - No. of AMPS: QC_YD New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: �)- I f'*�-OLI 00 ,o -ABBREVIATIONS: ADJ. A0,15rABLE ON. 015HWA5HER LIR. HOUR REF, REFERENCE AIG AIR GONDI1IONING DWR DRAWER II'(D. H'(DRANI REINF. REINFORCE (D) (ING) ALT. ALTERNATE DWG. DRAWING IN. INCH R.A. RE=TURN AIR A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE (ED) (ING) R4 ROD AND SHELL ABV. ABOVE ON. DOWN INSUL. INSULATE RM. ROOM A.F.F. ABOVE FINISHED FLOOR U5. DOWN5POUT INT. INTERIOR R.O. ROUGH OPENING ARCH, ARCHITECTURAL EL -EC. ELECTRICAL KIT. KITCHEN 5GH, SCHEDULE AUTO. AUTOMATIC EA. EACH LAM. LAMINATE 5H I-. SHEET ASPH. ASPHALT EO. EOUAL LAV. L AVATOR'( SIM. 51MILAR BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNPR'( S.G. SOLID GORE BRC. BEARING EXH, EXHAUST LVR. LOUVER SGL. SINGLE BET, BETWEEN EXIST. E=X15TING LTG, Lw TING SPEC. SPEGIFIGAFION B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT 50. 50UARE BLK. BLOCK FIN. FINISH M.B. MACHINE BOLT STU. STANDARD BLKG, BLOCKING FI -R FLOOR MFR. MANUFACTURE (R) SrL. STEEL BU. BOARD F.D. FLOOR DRAIN MA5. MA50NRY 5TOR. 5TORAGE BOT. BOT FOM I D. FLOOR BREAK M.O. MASONRY OPENING 5TRUGT. 5 rRUC [URAL BLDG. BUILDING FLUOR. FLUORE56EN MAIL. MATERIAL. SIM. 51MILAR GAB. CABINET FT. FOOT MAX. MAXIMUM 5'(5. SYSTEM GPT. GARPEr FTG. FOOTING MEGH. MEC 11ANIC NO SHTG. 51IEA1 HING GLC. CEILING FNO. FOUNDATION MED. MEDIUM TEL.. TELEPHONE GLC. HT. CEILING HEIGHT FURR. FURRED (ING) MEMB. MEMBRANE T.V. TELEV1510N GEM. GEMENT FU 1. FUTURE Ml. METAL TEMP. TEMPERED GTR. GENTER FR. FRENCH MIR. MIRROR THRE5. THRESHOLD G.T. CERAMIC TILE F.A.U. FORGED AIR UNIT MISC. MI%ELLANEOU5 TT G TONGUE AND GROOVE CER. CLEAR (ANCE) F.�5. FACE OF STUD MIN, MINIMUM TRP LINE TEMP R PRESSURE LINE CLO. CLOSET F.G. FIXED 6LA55 MLU. MOL PING T.O5. TOP OF SLAB COL. COLUMN F.5. FREE 5TANDIN6 N.T.5. NO r TO 56ALF T.O.P. TOP OF PLATE GONG. GONGRETE (CAST -IN -PL AGE) F.J. FLOOR JO15T OFF. OFFICE T'(P. TYPICAL COMB. COMBUSTION G.A. GAUGE O.G. ON CENTER T .BM. TOP OF BEAM GMU GONGRETE MA50HRY UNIT GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL. TOP PLATE GON51. GON5TRUGTION G.G. GENERAL CONTRACTOR D.H.D. OVER HEAD DOOR U.O.N. UNLE55 OTHERWISE NOTED DONT. CON TINUOU5 OR CONTINUE GL. GLA55, GLAZING OPG. OPENING VEST. VE5rINLE C.J. GONTROL JOIN GL. BLK. GLA55 BLOCK OPT. OPTION OPTIONAL V.G.T. VINYL_ COMPOSITION TILE CORR. CORRIDOR GYP. BU. GYPSUM BOARD OBS. OB56URL V.I.F. VERIF'( IN FIELD G.W. GOLD WATER GYP. GYP91M PNL. PANEL V. r.R. VENT THROUGH ROOF GER, CERAMIC G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER GL05ET GIR. GIRGLE GWB, GYPSUM BOARD PL. PLATE WP. WATER PROOFING CLKG CAULKING HDW. HARDWARE PI -MB, PLUMBING N/ WITH G.J. CEILING JOIST HDR. HEADER PLWU. PLYWOOD WIN, WINUOW DET. DETAIL H.V.A.G. HEATINGNENTING/ PVG. POLYVINYL CHLORIDE N/o WITHOUT DIAL. DIAGONAL- AIR GONDrrIONING P.5.F. POUNDS PER 5GUARE FOOT NO. WOOD DIA. DIAMETER HT. (HGT.) HEIGHT P.S.I. POUNDS PER 5OUARE INCH WRD WA5HER AND DR'(ER DIF. DIFFUSER 1I.6. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGTIT IRON DIM. DIMENSION Id.M. HOLLOW METAL PR, PAIR W.H. WATER HEATER D15P. DISPENSER HORIZ. HORIZONTAL RAD. RADIU5 W.R.6.15. WATER RES15rAN I UR. DOOR H.B. 1105E BIBB RECP. RECEPTACLE GYPSUM BOARD '2-PLEX' LOTS 23 & 24 ELEVATION - "MEDITERRANEAN" I. Il' 15 THE RE5PON5IBILITY OF '[HE OR NORTON (DRH) 0ONTRA0LOR5 TO REVIEW THESE PLANS AND CONTACT DRLI WITH ANY 60NFLI6T5 PRIOR TO THE BEGINNING ANY WORK. 2.50 NOT SGALE THESE DRAWINGS, CONTACT PRH CONSTRUCTION MANAGER WITH ANY CONFLICTS IN THE PLANS PRIOR TO BEGINNING AV WORK. 3. IT 15 -HE INTENT THAI THE5E PRAHIH05 BE IN CONFORMANGE WI-rLI THE 2010 FLORIDA RESIDENTIAL GORE 8301, 2005 NEG AND ALL APPLICABLE LOCAL, COUNTY, 5 -1 -ATE AND FEDERAL GODE5, ORDINANGE5, LAWS, REGULATIONS AND RE51RI I-IVE GOVENANTS GOVERNING THE SITE OF WORK. 4. SEE PRH FOR 56OPE of WORK AND OR SPECIFICATION5 FOR ADDITIONAL INFORMATION. 5. SEE SHEET S -I FOR GENERAL 5TRU6TURAL NOTES. 6. ALL DIMENSIONS ARE FROM FADE OF %` BLOGK WALL (OR EDGE OF FLOOR SLAB) TO FADE OF WALL STUD U.N.O. 1. ALL INTERIOR MALLS ARE 3/" U.N.O. 8. AIR CONDENSER GONG. SLAB TO BE 4" THICK. MINIMUM, WHEN PAD 15 NEXT 1.0 LANAI, I L SHOULD BE SAME LEVEL AS LANAI. N. ALL WALL CHA5E5 TO BE GAPPED WITH 05D BOARD AT WALL HEIGHT. 10. FIRE BLOGKING SHALL_ BE INSTALLED IN FLOOR TRU55 WEB5 EVERY IO' -O" 11, SEE 5TRUGTURAL 5HEET 5-5 FOR WATER INTRUSION APDL IGATIONS. 12. WATER 5HUI-OFF LOCATED IN51DE GARAGE 16" ABV SLAB OPPOSITE HOSE BIB LOGATION ON THE EXTERIOR GARAGE WALL, 13. DRYER VENTED TO EXTERIOR THROUGFI ROOF OR THROUGH WALL. 14. WALL SEPARATION BETWEEN GARAGE AND RESIDE NCE AND ATTIC, TkE TO BE 1/2" GYPSUM BOARD APPLIED TO GARAGE WALL AND CEILING AREA CALCULATIONS PER UNIT UPPER FLOOR LIVING AREA MAIN FLOOR LIVING AREA 101 5.F. TOTAL LIVING AREA 1,66F) 5.F. PORCH 2G 5.F. COVERED PATIO 29 G.F. CIAIIACIE 213 5.F, TOTAL UNL)ER ROOF SBUILDING DIVISION 7t,c01- QLANI`, ARE REVIEWED AND CONDITIONALLY t PERMIT. A ISSUED PERMIT SHALL BE THE WORK DEEMED PE����.SSION TO Po OI �ATWICANCEI, ALTER AND NOT AS AUTHORITY OR SE1 ASIDE ANY OF THE PROVISIONS OF T PREVENT THE ECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT BUILDING DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS; CONSTRUCTION OR OTHER VIOLATIONS OF THE COD E. PERMIT 09 • a COMP FILE COMMUNITY lot . A ISSUED 83.13 REVISED q.13.13 • s s • 5HEET INDEX - 2 STORY PLAN DATA • s • DWN BY: R.R. • CHECKED BY: D.D. • SHEET NUMBER • Cs OF cn s • V. s • 5HEET INDEX - 2 STORY PLAN DATA • s • DWN BY: R.R. • CHECKED BY: D.D. • SHEET NUMBER • Cs OF CON(. PATIO CON(. PATIO 21'-0' 21'-0' g.2' INDIGATES I - 15 VERT. R:E3AR IN MASONRY GELL FILLED 50L ID W/ I' I' 2' S' 3' 8' 2' 8' I' I' 31•3' 21.g' p I' CONGRFTE. VERT, REINF. 5HALL BE HOOKED INTO BEAM ABOVE 9 � F5 FTG. BELOW PROVIDE 25' MIN, CF') C F) F5 LAP WHERE SPLICED AND WIRE rF TOGETHER _ — 1-- - �H — — _ LLLf I I Q H5 u> I 7__ INDICATE5 OPENINC:, ■ ■ _ - _= _ - _ ■ _-- _ --- - ■ ■ I IN WALL ABOVE - ___ I---- — --- -- — ■ I 1-112' D REGE55 FOR — — — 7 T 1-112' D RECE55 FOR e — - SLIDING GLA55 DOOR �F5 I \ SLIDING GLA55 DOOR A/G GONDENSER PAD VERIFY 51ZE I LOCATION I I 1 I IN FIELD. VERIFY I I I CONDENSER To PAL) CONNECTION WITH 11ANUR I I I 11 I r. INDICATE5 OPENING IN WALL ABOVE w - TYP, - r (F4 I . ■ � I I �I TO FLUME WALL FACE _r I y 71 9' 3' TO PLUMB WALL FACE I I I I G n - S> m 1 i 11❑ F AV _ T I r I 1 CI� '� I LAA Ll � ar Cil CC1 r---- ---, I A°h'�I I I I p------- I I - II I ■ 11H , LV. ® I BouaRD I I I I I I I I I I I I I I I I I �oLLaRD � I LuIBI - IBI z �--� I I I 4r I I �� I/ I L __1 I ,n l L -J Lu Lu 4'•2' I I 4'•2' 4'-6' I 7� > w N ELEVATION AT 0'.0' (455UMED) 4THICK, 25!00 P.5.1. CONCRETE SLAP ON GRADE W/ 6x6 F 1 %P WELDED WIRE MESH OR FIFER I I 1l I I MF5H OVER 6 MIL YAFOR I I I I I ® I FARRIER ON CLEAN, WELL- I I I I ■ COIMPACTED, GRANULAR FILL. I I 1-112' D RECE55 (CF5 I I CF� I-112" D RECE55 I I I LLILu I FOR DOOR \.-._ �' — — — — — A Lu I I L--------1 1 EOR DooR Lu «� I J L" I I - 4 _ ■ I r- I 12'-4' I I _ "-.Y— •; '— —_2'- 101 12•10' V 12'-4' ILi. 3/4'D RECE55 FOR — - 3/4'D 1ECE55 FOR GARAGE }— DOOR I "> ` * r) 8H {— — — — — — — — - — ■ ■ (— —I ■ ■ w ■ ■ (� ■ ■ I GARAGE DOOR F 16 2 3 S 3I o 5' 0' 3' 2'-4' 2'-4' 8' 5' 0' 42'.0- Z13 FOUNDATION PLAN SCALE: 1l4' - I'-0' �\ :L E J DENOTED) f��G�S�� IN �LAb DENOTES FEF DOZ AND MFMA,,rEMFNT IN RAD DENOTES ONE 115 VERT. RE5AR FILL c01 -I1) FROM r-116, Tri TIE SEAM DENOTE,13 ONE '5 VERT, REBAR FILL 60LID � COLUMN ME --:� M<_ NALLITNIC F-Q(_-�TIN(-5 5(,L,H- �. "N x 20"d (, )N( MONOLTNI(�, FOUNPATICN CN/ (2) #5 �-,CF3AF, (;ONTINUOU5. 1r>CT F'Ia �) 1`0UNE)ATION POAEP SOLIE-) N/ (_',ONC,. 51---A5 ON OFAZ)�. SEE r�01\15TRXTION CETT\ILS I -OF, Ap!;)ITIONA� INrO. 1<61'W x 12"d CONIC, MONOLITHIC FOUNDATION Lu/ (2) "5 F?EBAR CONTINUOUS. INTERIOF FOUNDATION F'OURED SOLID W/ CONC. 5LAE3 - ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. 12"W x a"d CONIC. 10- NOL ITI-IIC FOUNDATION w/ (1) 7 F?�E3AR C;ONTINUOUS. ExT iraf (C, F-3 FOUNDATION FOURED SOLID Lu/ C(AC. SLAE-) ON C TRADE. 5EE C:()NY RUCTION E)ETAIL_S FOfT ADDITIONAL INFO, 24"W x 12"d CONC. I10NOLITHIC FOUNDATION W/ (3)'5 PEE')AR CONTINUOUS. INTEFRIOf -F`T FOUNDATION FDOUfRED 50LID Lu/ CONC. 51-4 CC�� ON GPADE. SEE CONSTRUCTION DETAILS FOP ADDITIONAL INFO. 20"w x 20"d CONC, 1.r10NOL.ITHIC: FOUNDATION CW/ (3) 15 REE -)AF CONTINUOUS. EXTEPIOFR GFJ) F0l.1NDATION FOSOLID uu/ r;ONC. 5LAc) ON SEE CONSTRUCTION DETAILS FOR AF)L)ITIONAL INFO. TO THE BEST OF THE ENGINFER'S KNOWLEDGE, THC PLANS AND • a � s cit q Sf'E(--IFIGATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE c7 q FLOF;IDA 51JILDIN6 CODE - RESIDENTIAL 5EGTION R301(2010 1 N EDITION) rt PLANS AND SPEGIFIGATIONS GOMPLY WITH THE FLORIDA BUILDING CODE, SEGTION 160q FOR1511 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 o SIGNED AND SEALED OR UNTIL THE REOUIREMENT5 OF THE FLORIDA v BUILDING CODE 15 CHANGED. vi TI -115 DRAWING 15 5IGNFD AND SEALED FOR THE STRUCTURAL. w � PORTIONS OF THE DRAWING ONLY. ARGHITECTIJRAL, ELEGTRIGAL, OR ME-GHANICAL DETAILS, IF SHOWN, ARE FOR \/151JAL REFERENCE cry - ONLY AND ARE NOT GOVERED UNDER THIS SEAL. o wq a NOTE: IT 15 THE GONTRAGTOR=, RESPONSIBILITY TO REVIEW ALL c� v �a DRA%NING5 BEFORE GON5TRUCTION 5ECGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DI5CREPANGY BETWEEN FIELD CONDITIONS, OTHER DE5ICGN PROF-ES51ONAI S' SHOP DRAWINC7,S, GONTRAGTORS' BUILDING METHODS, AND THESE 51GNED AND SEALED DRAWINGS c� MUST Fe BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF BONS-i'RUGTION, c c5 CONTF- ACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE 5TRUGTIJRE5 -ROUP IS NOT RESPONSIBLE FOR ANY DIMENSIONS. a THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGE5 n TO ORIGINAL 5TRUGTURC SHOWN ON THESE PAGES ONLY. THE r 5TR11GTIJRES GROIJP 15 NOT RESPONSIBLE FOR. EXISTING 5TR1JCT1JRAI- GOMPONENTS. 0 The Structures Q� Group, Inc.Lu Dr. Nick M. Br adlor•ct, P.E. S.E. o FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #E =.r I'ampa, FL 33607 1 -)horse (813)877-3421 Fax (813)875-93210 �vwav.qtr-ucl,�.rres-Ciroul�.com , COMP FILE COMMUNITY lot . blk • ISSUED X1.3.13 REVISED X1.13.13 • FOUNDATION PIAN • FOUNDATION DETAIN s • • DWN BY: R.R. • • CHECKED BY: D.O. • SHEET NUMBER A1.0 OF • a � s cit q c7 q 1 N rt Q, o v vi w � 03 cry - o wq a c� v �a • FOUNDATION PIAN • FOUNDATION DETAIN s • • DWN BY: R.R. • • CHECKED BY: D.O. • SHEET NUMBER A1.0 OF • a � s cit q c7 q 1 N r Q, o v vi w � 03 o wq a c� v �a Zay page • FOUNDATION PIAN • FOUNDATION DETAIN s • • DWN BY: R.R. • • CHECKED BY: D.O. • SHEET NUMBER A1.0 OF Q, 03 6� Q� • FOUNDATION PIAN • FOUNDATION DETAIN s • • DWN BY: R.R. • • CHECKED BY: D.O. • SHEET NUMBER A1.0 OF w w A/C CONDENSER PAD `IERIFY 51ZE 4 LOCATION IN FIELD. vERIFY CONDENSER TO PAD CONNECTION WITH MANUF. Aml 91-61 42'-0' 19'-8' V 9,-61 5' 1' A/C CONDENSER PAD VERIFY 51ZE t LOCATION IN FIELD. I/SRIF'( CONDEN5ER TO PAD CONNECTION WITH MANUF. ALL LLLL (-M!J WALL. -r( RE515T WIND INDUCED SHEAR FORCE5. GMU WALL W/ I" (NOM.) FUF:RING. FIRE-RE5ISTANT GMU WALL W/ 2" (NOM.) FURRING EACH SIDE ® r',tNOTES ONE #S VERT. RE3AR DELL FILLED FROM FT(. TO TIE BEAM INT. PEARIN(, FRf\ME HALL- SEE FLOOR KLAN FOR HEIGHT. 24000 INT. NON-BEARING WALL- SE -La Fl- PLAN FOR H216HT. 24.0 ((� I INDICATES AGC.E551gLE DDt>RWAY 5HEAR cALQLATION5 NOTE: ALL CMU MASONRY WALLS DE51GNED -r( RE515T WIND INDUCED SHEAR FORCE5. SHEAR WIND PRE55URE = 35 P5F 2ND FLOOR LEVET 1. FRONT - F3ACK DIRECTION SHEAR FORCE = 24000 5HEAR WALL REQUIRED = 24.0 SHEAR WALL PROVIDED = 1315 SAFETY FAC"rOR _ 5.15 2. 51DF - 51DE DIRECTION • 5HEAR FORCE = 18500 SHEAR WALL REOUIRED = 115.5 SHEAR WALL PROVIDED = 00 5AFETY FAC*roR _ 3,24 I5'r FLOOR LEVEL 1. FRONT - 5ACK DIRECTION 5HEAR FORCE = 315940 5HEAR WALL REC.2UIRED 5HE4R WALL PROVIDED 144 SAFETI" FACTOR = 3,09 2. 51DE - 51DE DIRECTION SHEAR FORCE 31100 SHEAR WALL REQUIRED = 31.0 5HEAR WALL PROVIDED = 34.0 5AFETY FACTOR = 101 MAIN FLO-OR PLAN 5GALE: 1/4' : I' -V (2) 2'' X 12" PRESSURE TFEATED WOOv LE(5t)ER, W/ %"(p EPO, '( ANGf• OR BOLTS (-- ,- FIAGED @ 24" O.G. (TWO RCM5 TAGHR w�'\TTEFN) INTO MLONF?Y/GONGST WALL. (6" EMBEDMENT IN CONGRETE W/ SIMr'SON SET -rl-()XY), (2) :2" X ('J" PF: ESSURE T P,,I]ATE-E) WOC)D LEG -DER W/ %a" EPDXY ANC; -10 R 60LL ()PAGED o 4" U.C. (TWO f'.OWS ST �GGE> w_1 F`ATTEFN) INTO MASONR,'(/CONC.P.ETE WALL. (6" E:MDEDMENT IN CONCFE-rE W/ SIMPSON SET EPDXY). ATTACH WOOD I=R4ME WALL TO IlA50NFP.Y G l w/ %a"� EOX`i' ANCIlOF B0LTS, 5rD4CEL� 24" O.C. (6" EMBED, 511"Ir�50N SET EPDXY) ) i (3) 2"X4" IUD. JACK; `r)05,r w/ (2) 51MF'50N CL5TA24 (WD. HAI -1) OR (1)5jMF'50N H74 (MA50NF?1'/ C:DNC FETE) SASE, LI.N.O. BLOCK BEAF�INCT SOLID. (2) 2'X15" IUD. HEADER w/ 1/2." PLY. IUD. FLITCH �. rlr ATE w/ (I) 51r'Ir)50N L5TA24 @ EA. cND. > SUf�r�OF?T END HIS L (3) 2`X411 (MIN, DEPTH) LUD, JACK FOOTS W/ 511 PSON W/ (U SIMP1r ON 1--174 (MMONRY) OR (I) 5IMP50N L5TA24 (IUD. HAM) �@ E3A5E U.N.O. LP (2) 2"X12" DJD. NEADEF? w/ 1/2" FLY. IUD. "LITC H FT PLATE W/ (2) SIr PSON L5TA24 V EA. END. FT \\ FtD_SUPPOPT ENDS W/ (3) 2"X4" (MIN. DEFTH) WL -),J J/-\C:I' POSTS W/ 51l"ll'50N W/ (1) a'_;IMP,50N LE3 k4TT4 (M45ON-F-0 Off' (2) SI P50N L5TA24 FT (IUD. BE411) BASE U.N.O. FT LB FT FT Lp FT FT LINT -I= I-1 ULA 0"X3" PF�ECA5T LINTEL GF�OUTED 50LID W/ (U u 5 I�EBAK IN5TALL A5 FEF' CONSMUCTION DETAILS ON THE CONSTF;UCTION DETAIL 51=IEET5. a"SCl/✓' MA50NF;Y COMPOSITE EkAl"l Cffi OUTED 50LID w/ (I) a F�EBAF? IN PFECAST LINTEL AND KNOCK -OUT FLOCK CL .OU ,�E —BC)V,-IN,�TA L C F ` ^ �. �" LL A5 F'EFD CON5TRUCTION DET415 ON THE CON5TRUCTION DETAIL 514EETS- NOTE: AL PF�ECAST/POWEPEDOX LINTELS SMALL BE 5UPPOPTED DUFZN<-T C;ONC.FDETE CUBE, TO THP BEST OF THE FNGINPER'S KNOWI_EDGF, THF PLANS AND SPEGIFIGATIONS GOMPLI' WITH THE MINIMUM FEOUIREM -NTS OF THE FLORIDA BUILDING (-ODE - RESIDENTIAL SEGTION F501(2010 EDITION) PLANS AND 5FEGIFIGATIONS GOMPL'Y WITH THE FLORIDA BJILDIN(7 CODE, 5E, --TION 1601 FOR ISG MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR. 12 MONTHS AFTER TI -IE DATE IT 15 51GNED AND SEALED OR UNTIL THE REOUIR.EMENTS OF THE FLORIDA BUILDING GORE 15 CHANGED. THIS DRAWING 15 SIGNED AND SEAL,FO FOR THE: STFIJGTUFA.. PORTIONS OF THE DRANINr� ONLY. ARGHITEG"iUPAL, ELEGTRIGAL, OF MECHANICAL DETAILS, IF SHOWN, ARE FOR VISUAL FFFEFENCE ONLY AND ARE NOT COVERED UNDER TH15 SEAL. NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO REQ/IEW ALL DRAWING5 BEFORE GON5TRIJGTION BEGINS. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE STRIJGTURAL INTEGRITY OF TI -115 FROJEGT ONLY. ANY DISCREPANCY BETWEEN FIELD GONDITION5, OTHER DESIGN FROFF5510NAL5' SHOP DRAWIN(s,5, GONTRAGTORS' 51JILDING METHOD5, AND THESE SIGNED AND 5EALErD DRAKNG5 MIJ5T BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GONETFIJCTION. CONTRACTOR TO VERIFY ALL DIMEN51ON5 PRIOR TO START OF ANY GON5TRUGTION. THE STRUGTURE5 GROUP 15 NOT RE5PON51BLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP IS RE5FON515LE FOR PROPOSED GHANGES TO ORIGINAL STRUGTURC SHOWN ON THCaE FADES ONLY. THE STRUCTURES F7,ROUF 15 NOT RESPONSIBLE FOR EXISTING 5TRI,)GTURAI- 6OMFONENTS. The Structures Group, Iuc. Dr. Nick 14. Bradford, P.B. S.F. FL. Reo. #52585 CA 8956 1714 N. Armenia Avenue, #B Tempa, FL 33607 P1-iorre (813)877-3421 Fax (d13)875-9320 waysv.Sl,ructures—Group.com • MAIN FLOOR PIAN FLOOR PIAN N07E5 • • CJE R K ' BY: U.D. • • 'HEET NUMBER A2.0 OF s • c/2 On • •f A ^ �a f s • • MAIN FLOOR PIAN FLOOR PIAN N07E5 • • CJE R K ' BY: U.D. • • 'HEET NUMBER A2.0 OF s • 4� 7j s • • MAIN FLOOR PIAN FLOOR PIAN N07E5 • • CJE R K ' BY: U.D. • • 'HEET NUMBER A2.0 OF t� J UPPER FLOOR PLAN SCALE; 1/4' -1'-m' DDDD DDDDDD ® GMU HALL. GMU HALL N/ I" (NOM.) FIJRR.IN6. s FIRE-RESISTANT GMU HALL W/ 2" (NOM.) FURRING EACH SIDE V 1 DENOTES ONE U5 \/ERT. KE -DAR GE " PIL L FD SOLID FROM FTG. TO TIE BEAM INT. BEARING FRAME HALL- SEE FLOOR PLAN FOR HEIGHT. ® INT. NON-BEARING HALL- SEE FLOOR PLAN FOR HEIGHT. ® INDICATES AGGfaSSIf3LE DOORWAY FD5 T 5C-1H-t�!.)IJL-n (3) 2"X41' WD, JACK FROST w/ (2) 5111f�SON LSTA24 (WD. E)EAM) OF? (1) G)IMF50N NTT4 (NA5ONFIV CONCF?ETE) 9 E-A5E. U.N.O. BLOCK C EAPING 501.-1I). (2) 21'Xa" WE). PEADEP LU/ 1/2" FILY. X. FLITCH \PLATE L/ (U Fk IF'S0N LSTA24 EA. END. }IIJ SLIF�F�niT ENDS �u/ (D 2"X�1" (1�11N. DEF)TH) CJD, C JACK. F-105TS w/ 511" PSON u1/ (1) 51F'1f�SON NTT4 (f"iASONF "Y) 01? (U SII-IPSON L5TA24 (IU). 'E)EA`'1) @ 5A5E LI.N.O, (2) 2"X12° WD. HEADEf� w/ 1/2" FILL WD, FLITCH FLATS D (2) 51I-IFSON LSTA24 � EA. END. C51JPFaOF?T ENL -)5 w/ (3) 2"X4" (MIN. DEF -)TN) IUD. -D JAK f')05T5 SIMPF-)0N w/ (1) 51t'If15ON NTT4 (MASONrR ) OP, (2) 51MP50N L5TA24 (UJB.). SEAN) �@ BASE U.N.O. li I NTcL a"XP," F )RECA6"r LINTEL GiPOUTED 50LIF-) w/ u (1) # 5 FEDAP'. INSTALL 45 FIEF? CONSTFDIJGTION DETAILS ON THE CON57PUCTION DETAIL SHEETS. a°XI(o" mASONF'i E3EAM 64F,OUTED SOLID w/ (U 15 FEBAF' IN D�F-DI,ECA5T LINTEL AND KNOCK -OUT BLOCK CCOUR E Ac30\/E. INSTALL A5 FIEF CON5TPUCTION D�'-:-:TAIL5 ON THE C:ONSTF- UCTION DETAIL SHrr-75. NOTE: ALL FF-,ECA5T/FOWERE-'30X LINTELS SHALL ESE SUPFOF'TED DUF� ING CONCCFDETE CURE. TO THE BEST OF THE FN(vINFFR'S KNONLFDC6E, THE PLANS AND SPEGIFIGATION5 COMPLY NITH THE MINIMUM RESUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5EGTION R501(2010 EDITION) PLANS AND SPECIFICATIONS COMPLY KITH THE FLORIDA FIJILDING CODE, SECTION 160q FOR 15q MPH HIND ZONE (2010 EDITION) THIS DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 GHANGEO. THIS DRANINC� 15 SIGNED AND SEALED FOR THF 5TRUCTURAL PORTIONS OF THE DRANING ONLY. AR.CHITEGTURAL, ELEGTRIGAL, OR MFU 1ANIGAL DETAILS, IF SHONN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRAGTOR5 RE5PON51BILITl' TO REVIEN ALL DRANIN65 BEFORE GONSTRUCTION BEGINS. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETNEEN FIELD CONDITIONS, OTHFR DFSIGN PROFESSIONAL'S' SHOP DRANINGS, GONTRAGTORS' BUILDING METHODS, AND THESE 51rzNEL) AND SEALED DRA%VING5 MUST BE BROUGHT" TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CON5TRUGTION. THE STRUGTURE5 OROUF 15 NOT RESPONSIBLE FOP. ANY DIMENSIONS, THE STRUGTURE5 GROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUGTURG SHONN ON THESE PAGES ONLY. THE 5TRUGTURES 6ROUF 15 NOT RESPONSIBLF FOR EXISTING 5TRI,JGTIJRAL GOMPONENT5. The Structures Group, Inc. Dr. Nick N1. Bradford, P.G. S.L:. FL. he'o. //52585 CA 8956 1714 N. Armenia Avenue, #B Turripa, FL 33607 Phone (813)877-342.1 Fax (813)875-9320 WWW.Sti•uctur•ea—GroLip. corn s • COMP FILE COMMUNITY lot . blk ISSUED q.3.I3 REVISED q.13.13 W N r W N vi y W® 0 w� U W ai ul N 00 N� 0.110 0om'q w gat Pa E- P. • UPPE=R FLOOR PLAN • FLOOR PLAN NOTES •DWN BY: R.R, CHECKED BY: D.D. • HEET NUMBER • A2.1 OF • • s V 1 ct O �l U1 • UPPE=R FLOOR PLAN • FLOOR PLAN NOTES •DWN BY: R.R, CHECKED BY: D.D. • HEET NUMBER • A2.1 OF • =r 2'X11' RAISED BANDING bla') 4'X18' RA15ED BANDING (+1') 8'X4' RAISED BANDING (+27 FOAM DETAIL DETAIL Cl6CAL 3/4° RA15EP FOAM (V) RAISED FOAM (+5Y) ccw DECORATIVE CORBEL w Q w 4°BANDING (+2. I2' BAANNDIN�GN(1 -w WIND, Np. E Ec,JUVIL CONPOVE ROOF SHINGLE- TYP . �0. NT. NDOU_ D. NT. ?ND. rLR ED N EL NOW W C2 DECORATIVE WINDOW SILL DETAIL 5CALE: 1 1/2° - I'-0° MAINTAIN MIN. D151-ANGE FOR HURRICANE 5FIUTTER AT"fAGHMENT AS REGUIRED BY CODE DECORATIVE FOAM 'RIM -� —SAND FINISH 5T000O FINISH PAIN"FED TRIM GOL"OP. DEGORATIVE SHUTTER5 WINDOW FRAME MAINTAIN MIN. 10I5IANGE FOR HURRIGANE SHUTTER A-FTAGHMENT AS REGUIRED BY 3 - - CODE DEGORATIVE 5HUTTER5 WINDOW FRAME SAND FINISH STUGGO FIN15H PAINTED r TRIM GOLOR �` _---d—DEGORATIVE FOAM 51LL MAINTAIN MIN. 015TANGE FOR HURRICANE 5HUTTER ATTAGHMENT A5 REGUIRED BY CODE SHUTTER DETAIL C5CALE;/2° : 1'-0r `x' �} FOAM CORBEL DETAIL C5CALE: 11/2 I'-0' w �R. IT. �. WINDOW ND, NT, FLUSH 511JCC0 TO MATCH - MAIN BODY FINISH )ECORATIYE SHUTTER - TYP.- (5EE DETAIL 3/A3.0) FIN. 2ND. FL R (� WINDOW ,J HD. NT. RIGHT ELEVATION 6:12 ARCHITECTURAL COMFO511E ROOF SHINGLE- TYP. 12 ` a' RAISED BANDING (117 �— - --------- --- ca 2' -- BANDING (41Y) --_0 E 2 : 2 FTPON 8X214X2 -`--- i / DECORATIVE LOUVER Ld �� - 4' RA15ED BANDING (+I') - WEEP BREEDIUEEP SCREED ,A 12 Ll 1:1 F] .,. -0 Ll BRC. NT. WINDOW ND. NT. -DECORATIYE SHUTTER - 1YP (SEE DETAIL 31A3.0) �.�4' BANDING (12.0') o/ 12° SANDING (11.0' FIN. 2Np. Fl R WINDOW ND. NT. -COACH LIGHT +12' A.T.0.5. (3�a" LANDING (dY) =�r a,+ FRONT ELEVATION NOTE: FLA5HING 5HALL 5E IN5TALL ED AT WALL AND ROOF INTER6ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHAN6E5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHTS VERIFY ALL SEARING WALL NEIGI-IT5 WITH FINAL TR'U55 LAYOUT5 EXTERIOR FINISH NOTES. 01 CEMENT PLASTER FINISH OVER CONCRETE MA50NRY 5HALL DE 5/8' THICK TEXTURED PER COMMUNITY 5PEGIFICATION5. (D GEMENT PLASTER FIN15H OVER FRAMED WALL5 5HALL BE 11V (3 -COAT) TEXTURED PER GOMMUNIT)' 6PEGIFIGATION5, OVER 45PHALT IMPREGNATED PAPER BACK WIRE LATH, OYER HOUSE WRAP o/ EXTERIOR SHEATHING PER 5TRUCTURAL DRAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBG 8103.6. (3 FRONT ELEVATION5: BANDING, MOLDING, COLUMN5 d TRIM 5HALL RECEIVED A 5AND FINISH, SEE ELEVATION FOR DEPTH OF RA15ED BANDING. (4) SIDE 9 REAR ELEVATION: BANDING AROUND WINDOW5 d DOORS MAI' EE OPTIONAL 4' SCORED OR OPTIONAL I° RAISED BANDING PER COMMUNITY 5PEG5 -SEE COMMUNITY 5PECIFICATION5 OR C0N5ULT EMERALD HOME5 CON5TRUCTION MANAGER. (5) ROOF COVERING: 5EE COMMUNITY 5PECIFIGATIONS OR CONSULT EMERALD HOME5 GON5TRUCTION MANAGER SEE STRUCTURAL 5HEET5 FOR 51-IEATPNG REOUIREMENT5. TO THE PEST OF THE EN(->INFFR'S t: lOWLFDC7C-, THE F[.-AN5 AND SPEGIFI(-ATIONS G(]MPLY WITH THC MINIMUM RGOIJIREMEN"I'S OF THE - FLORIDA BUILDING GORE - RESIDENTIAL SECTION R301(2010 EDITION) PLANS AND SPEGIFIGATIONS GOMFL'Y WITH THE FLORIDA BUILDING GODS, 5E( -TION 160q FOR I5q MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 \/ALIO FOR 12 MONTHS AFTER THE DATE IT is SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 GHAN(5Ez). THIS DRAWINC3 15 51ONEO AND SEALED FOR THE STRUCTURAL PORTION5 OF THE DRAWING ONLY. ARCHITEGTORAL, EL_GTRICAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR \/ISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER TH15 SEAL. NOTE: IT IS THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAWING5 BEFORE _'ON5TRUGTION BEGINS. "THE ENGINEER OF RECORD IS RE5PON515LE FOR THE 5TRUGTURAL INTErRITY OF THIS FROJEGT ONLY. ANY DISGREFANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONAI-S' SHOP DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWIN(aS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF G ONSTRUCTION. GONTRAGTOR TO \/ERIFY AL.L DIMENSIONS PRIOR 'TO START OF ANY GO1N5TRUGTION. THE STRUGTURE5 >ROIJF 15 NOT RESFON51D F FOR ANY DIMENSIONS. THE 5TRUGTURE5 GROIJF 15 RE5FON75I5L E FOR PROPOSED (IHANDES TO ORIGINAL STRUCTURE SHOWN ON THESE FACES ONLY. THE 5TRU(.TURE5 GROUP 15 NOT RESPONSIBLE FOR EXI5TIN6 STRIJGTURAL COMPONENTS. The Structures Grou , Inc. Dr. Nick M. Bradford, P.E. S.E. v FL. Rcb. //52585 CA 8956 1714 1N, Armenia Avenuc, //B Tampa, FL 33607 Phor>e (813)U77-3421 Fax (01:3)875-9:320 WWW.StrucUl-u-es-Group.corrn • r COMP FILE COMMUNITY lot . blk ISSUED qJ.0 REVISED q.15.15 • • •FRONT 9 RIGHT ELEYATION5 • ELEVATION DETAIL5 • DWN BY: R.R. • • CHECKED BY: D.P. • • 1EET NUMBER • A3.0 OF r • • mq d. n "p� o h ry C� �-1 E a g ")� •FRONT 9 RIGHT ELEYATION5 • ELEVATION DETAIL5 • DWN BY: R.R. • • CHECKED BY: D.P. • • 1EET NUMBER • A3.0 OF r e o m e mq �a "p� o h ry w� Q vi Q, a g ")� O w q v a� wn o�I p'o �m�v 2 C-.1 zap a° n 1::1 �Elio E- • e •FRONT 9 RIGHT ELEYATION5 • ELEVATION DETAIL5 • DWN BY: R.R. • • CHECKED BY: D.P. • • 1EET NUMBER • A3.0 OF r pi� Cl �,o Cl • lc� s •FRONT 9 RIGHT ELEYATION5 • ELEVATION DETAIL5 • DWN BY: R.R. • • CHECKED BY: D.P. • • 1EET NUMBER • A3.0 OF r ARCPTEGTURAL COMFOSITE ROOF SHIN( Frlh T.O.1 r6 WIND F] w ARCHITECIURAL CONF051TE ROOF SHINGLE ccs 1386. HT. s,. IUINpOUJ Hp. HT, s�FIN. 2Np. FLR V _$ RA15ED HEEL WINDOW Hp. HT. ZT 12' BANDING (+1.0' Np. FLR OM. dpOIJ ). HT. 0_-1__ LEFT ELEVATION SCALE: 1/4' - I'-0' kl WAr"MI ZAL 2 11 W, TAA il X NOTE: FL ASHINr SHALL BE IN5TALLFD AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSEGTION5, AT 6UTTER5, AT ALL CHANGES IN ROOF 51 -OPE OR DIRECTION, AND AROUND ROOF OPENING5. WALL HEIGHT5 VERIFY ALL BEARING WALL NEIGHT5 WITH FINAL TRU55 LAYUU r5 EXTERIOR FINISH NOTES. co CEMENT PLASTER FIN15H OVER CONCRETE MA50NRY 5HALL BE 5/3" THICK TEXTURED PER COMMUNITY 5PEGIFIGATION5. CEMENT PLA5TER FINISH OVER FRAMED WALLS 5HALL BE 110'(3 -COAT) TEXTURED PER COMMUNITY 5PECIFIGATION5, OVER A5PH4LT IMPREGNATED PAPER BACK WIRE LATH, OVER HOU5E WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWING5. LATHE TO BE FURRED OUT FROM E)ACKING aY AN APPROVED METHOD, FBG R103.1o. FRONT ELEVATIONS: BANDING, MOLDING, GOLUMN5 4 TRIM 5HALL RECEIVED A 5AND FINISH. 5EE ELEVATION FOR DEPTH OF RA15ED LANDING. (� 51DE I REAR ELEVATION: BANDING AROUND WINDOW5 3 DOORS MAY BE OPTIONAL 4' SCORED OR OPTIONAL I' RA15ED BANDING PER COMMUNITY 5PEC5 -5EE COMMUNITY SPECIFICATIONS OR CONSULT EMERALD HOMES GONSTRUGTION MANAGER. ROOF COVERING: 5EE COMMUNITY 6PECIFIGATION5 OR CGN5ULT EMERALD HOMES GONvTRUCTION MANAGER. 5EE �TRUGTURAL ')II FOR SHEATHING REQUIREMENTS, TO THE BEST OF THF 7NGINEER'5 KNOWLEDGF_., THF. FLANS AND 51"E0IFI(0ATIONS GOMPLY WITH THE MINIMUM R.EOUIR'EMENTS OF THE FLORIDA BUIL DINC, CODE - RE5IDENTIAI_ SECTION R301(2010 EDITION) PLANS AND SFEGIFIGATIONS GOMFLY WITH THE FLORIDA BUILDING CODE, SECTION 160q FOR 131 MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 \/ALID FOR 12 MONTHS AFTER THE DATE IT 15 510-NE0 AND SEALED OR UNTIL- THE REOIJIREMENTS OF THE FLORIDA E31JIL DING GODF_ 15 CHANGED. TH15 DRAWIN6 15 SIGNED AND SEALED FOR THE STRIJGTURAI PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR ME,II/-\NICAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GO\/EKED UNDER TI -115 SEAL, NOTE: IT IS THE GONTRACTORS RE5FON51EILIT'f TO REQ/IEW ALL DRAWINGS BEFORE CONSTFUrJ TION BEGINS. THE ENGINEER OF R.EGORE) IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS FROJEGT ONLY. ANY DIDGREFANC`f BETWEEN FIELD CONDITIONS, OTHER DFSIGN FROFEDDIONALS' SHOF 1-;)RAWIN65, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND 5EALED DRAWING5 MUST EE E3R000HT TO THE ATTENTION OF THE EN(vINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF CONSTRUCTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GON5TRUGTION. THE 5TRUGTURE5 C9ROUF IS NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUGTURES GROUP 15 RE5FON5151-E FOR FROP05ED GHANGE5 TO ORIGINAL 5TRUGTURE 51-10WN ON THESE FAGCD ONLY. THE STRUCTURES CGROIJP 15 NOT RESPONSIBLE FOR. 7:XI5TIN6 STRUCTURAL COMPONENTS. The Structures Grou Dr. Nick M. Bradford, Y.E. Fl. Rei;. #52585 CA 8956 1714 N. Armenia Avenue, `1'arnpa, FL, 33607 Phone (813)877-3121 Inc. S, E. #Q Fax (813)875-9320 WWW. 3Lf[AC L ores—Gro up. corn KY O 0 4 cv c5 c� U cj LU `c~'a 6P v U1 COMP FILE GOMMUNITY lol . blk ISSUED X13.13 REVISED 1.13.13 • REAR 4 LEFT ELEYATION5 • ELEVATION DETAIL5 s • EWN BY. R.R. • ECKED BY: D.D. • • -'HEE-F NUMBER • A3.1 s OF • OCT 3 0 2,013 C%1 Q.� cn • REAR 4 LEFT ELEYATION5 • ELEVATION DETAIL5 s • EWN BY. R.R. • ECKED BY: D.D. • • -'HEE-F NUMBER • A3.1 s OF • OCT 3 0 2,013 RAKE WALL DETAIL a PARTY WALL SCALE: 3/4' : 1'-0' CAST IN FLAGE CONCRETE WALL CM.U. WALL RAKE WALL DETAIL @ ENTRY PARTY WALL BRG. Nr. 191-41 SCALE: 1/4' = 1'-0' 0 n\ i�3 COMP FILE GOMMUNIV lot . blk ISSUED `1.3.13 REVISED q.13.13 s • i FIRE STOP 44" 4'-0' � Z - ---------_._.----.--------- s • RIP6/F iuu 1(:12111 �I 1'-2'TYR GA5LE , ,I I / I 12lllpppp- / / ----�,------------ -------- - --- GABLE END &LL UWE'END ML SCALE: 1/4' = 1'-0' 0 n\ i�3 COMP FILE GOMMUNIV lot . blk ISSUED `1.3.13 REVISED q.13.13 s • ROOF PIAN • o • • w N BY: R.R. v • C CKED BY: LU U LLI l? ) HEET NUMBER • A3.2 OF [�- (1208 s • ROOF PIAN • o • • w N BY: R.R. v • C CKED BY: LU U LLI l? ) HEET NUMBER • A3.2 OF [�- (1208 HANDRAI1-5 SHALL NOT DE LESS THAN 34" OR MORE THAN 38" IN s • HEIGHT ABOVE TIME STAIR NOSING. HANDRAIL5 SHALL DE CONTINUOUS 3/4" PLYW000 TREADS PER FLIGHT OF 5TAIR5. HANDRAILS SHALL Dr- 1 I/2" CLEAR OF ALL W� ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS, HANDRAIL5 SHALL 2X8 LEDGER ATTAGI IED TO BE 1 1/4"-2" IN GRO55 SEGTIONAL DIMENSION, OR APPROVED ti EQUIVALENT, AND BE SMOOTH WITH NO SHARP EDGES/GORNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATI5='f r ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR: Q THE PRODU6T5 THEY PROVIDE OR INSTALL SHOJLD GOMPLY e' O.G. 5TA66ERED W/ 2010 FLORIDA PUILDING CODE w G 3/4" PLYWOOD TREADS GUARDRAILS SHALL NOT DE LESS THAN 56" IN s F� C/_2 d HEIGHT. Ri � N M qj fayl 2x12 NOTCHED 15 rf;MGER -- Ca z�•t, ay.+ n�T�hP 51M5ON LS50 OR EO UAL t ) 51MP50N LU526 OR EQUAL cs LANDING TYP. • • 2X8 J015T co LANDING OPEN RAIL5 SI IALL HAVE INTERMEUTATE RAILS 1/2" G'r'P. DU. AT ALL WALL5 OR AN ORNAMENTAL PAT -1 ERN SUCH I NAT A 4' A D CEILI NF OF ENCLOSED DIAMETER SPHERE GANINOT PASS THROUGI I, 2X12 5TRINGER5 TYP, "TRIANGULAR 4" SPHERE THE OPENINGS AT STAIR —MA'f Nor O TREAD, RISER, ,q DOTTOrd SHALL BE SUCH PASS ` THAT A 6" DIAMETER rWHERE CANNOT THROUGH PASS THROUGH. K6" 5PHERL MAY NOT \ PA55 TI -11 ?- E,H HANDRAIL DETAIL MA rGH HEIGHT OF DA5EDOARD 51MP50N LSC OR E 2x12 NOTCHED STR 1/2 GYP. BD. AT AL AND GEILIN6 OF EN USABLE 5PAGE UNG 2X12 5TRINGER5 TY STRINGER/LANDING TOP DETAIL LEDGER cp MASON_Y FIN15HED SURFACE s • WN BY: R.R. 3/4" PLYW000 TREADS W� r� 2X8 LEDGER ATTAGI IED TO L ti HAS. W/ 1/4' X 3' TAPGON5 c� r CL Q e' O.G. 5TA66ERED w G 3/4" PLYWOOD TREADS Lu s F� C/_2 5/8" PL(WOOD RI5ER5 (TOP.) Ri � N M qj fayl 2x12 NOTCHED 15 rf;MGER -- r v u. X1=1 z�•t, ay.+ n�T�hP 51M5ON LS50 OR EO UAL 51MP50N LU526 OR EQUAL cs LANDING TYP. • • 2X8 J015T co LANDING 1/2" G'r'P. DU. AT ALL WALL5 A D CEILI NF OF ENCLOSED USABLE 5PAGE UNI -)ER STAIR 2X12 5TRINGER5 TYP, SEE PLM I 3/4" rfP'l _�� :62AP 1ON� GAP (TYP.) 2x3 END JOIST I ATTAGI 12X& LEDGER 1'0 EA VERT STUD W/ (3) IED NAILS ALT LEDGER u, WD FRAMED WALL STRINGER/LANDING DETAIL FIN15HED SURFAGE 3/4" PLYWOOD TREADS T'(P 2x12 NOTCHED hrRINGER 515" PLYWOOD R16ER5 -- — SECURE NOTCHED STRINGER 'r0 FOOT v)l (2) 12d GOM MIN. SECURE FOOr TO SLAB W 1/41x3-1/2" TAPCONS La b" o ALL W000 IN DIRECT CONTACT WITH GONGRETE TO DE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION A5 ALLOWED BY GORE. 2XI2 5TP.INr,ERS TOP (TYP) FLOOR /STRINGER DETAIL r- 0 w WINE 0, o — BUILDING SECTION °'A -A" 5GALE: 1/4' : 1'-0' BUILDING SECTION "B -B" ')GALE: 1/4' - 1'-0' 0 U1 LA, C=7 Ca v s • COMP FILE COMMUNITY lot . olk ISSUED q.3.13 REVISED q.I3.13 HEET NUMBER A4.0 OF , s • WN BY: R.R. (D e W� r� ti v V Q a G 0 s F� C/_2 �Ift„ G Ri � N M qj fayl 0 HEET NUMBER A4.0 OF , • ov • WN BY: R.R. I o W� r� ti v V � r=i h Ul q w 0 s F� v — J Ri � N M qj fayl 0 r v u. X1=1 z�•t, ay.+ n�T�hP HEET NUMBER A4.0 OF , WN BY: R.R. • ECKED BY: D.D. • r� �1 s F� — J 0 • • HEET NUMBER A4.0 OF , WN BY: R.R. • ECKED BY: D.D. • HEET NUMBER A4.0 OF , ALL ELEGTRIGAL DE516N AND WORK SHALL BE IN STRICT COMPLIANCE WITH -[[I[- 200b HE2008 NATIONAL ELEGTRIG CODE 6ENERAL LECTRIGAL. NOTE5: 1) PER NEG SECTION 210.12(8) ALL 15A `I 20A, 120V BRANGI-I CIRGUI 1-5 SUPPLYING OUl L ET5 REOUIRE AFGI PROTEGTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA 5TATUTE5 553.885 (2). TO BE IVALLED Wlr[IIN 10' OF EVER'( SLEEPING ROOM. 3) PER NEG SECTION 210.8(8)(4) ALL 15A & 20A, 125V RE6EPTAGLF5 INSTALLED OUTDOORS MU51- BE GFCI-PROTEGTED, 4) PER NEC, 5EGIION 210.8(8)(5) ALL 15A & 20A, 125V REGEPTA6LE5 IN5rALLE0 WITHIN 6' OF A SINK (IN NON -DWELLING UNIT OGGUPANGIES-i.e. OUTDOOR 5UMMER KITGHEN5 REGEPTA6LE5) MUST BE GFGI-PROTEGI ED. 5) PER NEG SECTION 406.8(B)(I)15A d 20A REGEPrACLES IN A WEr LOCATION MU5F BE WITHIN AN ENGL05URE 11 AT 15 WEAT[IERPROOF WHEN AN ATIAGHMENT 15 PLUGGED IN AND ALL NON LOCKING REGEPTAGL5 51IALL BE L15TED A5 WEATHER RE5I5TANT. 6) PER NEG SECTION 406.11 IN DWELLING UNITS, ALL 15A 4 20A, 125V RECEPTAGLE5 SHALL BE L151 ED A5 TAMPER-RESISTANT. 1) PER NEG SECTION 600.156 NO LE55 THAN ONE GOMMUNI60ON5 OU LEr 51 IALI_ BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEG SEGTION5 R3.14.3 AND R315.15MOKE OL=TCTOR5 TO BE INSTALLED IN51DE EA SLEEPING AREA '1) PROVIDE OAS DROPS A5 PER GOMMUNITY 10) JUNCTION BOX AT WATER HEALER, RANGE AND/OR DRYER 'r0 BE 220v IN NON GA5 60MMUN4IE5, AND IIOv IN 60MMUNITIE5 THAT NAVE GAS OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE MAIN FLOOR ELECTRICAL PLAN SCALE: 114' : I' -o' ELECTRICAL 5'1'MBOL Kr=Y N� GABLE TV DATA DATA OUTLET JUNCTION BOX I105E BIB W/ 5HUl- OFF VALVE F`r OF REGE55ED FRACTIONAL LIP -F HES HOSE BIB X GAS KEY FUEL GAS W/ SI-IUTOFF VALVE TELEPHONE OUl LET AT F8" DOOR CHIME PU51 BUTTON ABOVE FLOOR AND COUNTER 120V DUPLEX CONVENIENGE �s DUPLEX OU rLE I' PUSH BUTTON 120V DUPLEX GONVENIENGE T DUPLEX OUTLET AT COUNTER w� 120V OR 240V, WEATLIERPROOF DUPLEX RECEPTAGLE,W/G.F.I. c� SPEAKER GFI GUrLEr -�# 220V OUTLET 120V DUPLEX CONVENIENCE. REGEPTACLE, I/2 HOT 120V DUPLEX CEILING MOUNTED 5WITCHE5 3 -WAY SNI TGf1 4 -WAY SWI I -CH i 11 ELEGTRIGAL PANEL ELEG TRIC METER GA5 METER NTI IN IERCOM SPRINKLER PANEL HOME RUN COMP FILE GOWUNITY lot . blk • ISSUED q.3.13 REVISED q.13.13 CEILING MOUNTED FAN 4 OR 5 BLADE JUNCTION BOX SWITCH CONTROLLED REGE55ED FRACTIONAL LIP c� EXHAU5T FAN DOOR CHIME RECESSED COMBINATION OF LI01i'T/EXHAU5T FAN SWITGH CONTROLLED DOOR CHIME PU51 BUTTON COMBO SMOKE / CARBON MONOXIDE DETECTOR SMOKE DETECTOR �s REGE55ED GAN PUSH BUTTON CARBON MONOXIDE DETECTOR T HANGING FIXTURE 0 U GEIL INC FIXTURE c� SPEAKER (QDIRECTIONAL EYEBALL_ GAN V 24" FLUORESCENT FIX [URE. +84 ABOVE T.O.G. UNDER UPPER CABINET 0 0 0 0 0INCANDESCENT BAR LIGHT '' FIXTURE 48" FLUORE56ENT LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE FLOOD LIGL[r SURFACE MOUNTED INLAND. WALL LIGHT FIXTURE �1 WALT_ SCONCE COMP FILE GOWUNITY lot . blk • ISSUED q.3.13 REVISED q.13.13 O JUNCTION BOX c!1 c� v� DOOR CHIME v bI) DOOR CHIME PU51 BUTTON �s O PUSH BUTTON 5 �.a T THERMOSTAT 0 U 0 ,S) 1 ILLUMINATED ADDRE55 V U +84 ABOVE T.O.G. W COMP FILE GOWUNITY lot . blk • ISSUED q.3.13 REVISED q.13.13 • MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. CHECKED BY: D.D. s � • SHEET NUMBER • A5.0 lz 10 OF c!1 v� bI) N' 5 �.a 0 d� s • • MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. CHECKED BY: D.D. s � • SHEET NUMBER • A5.0 lz 10 OF c!1 0 d� • MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. CHECKED BY: D.D. s � • SHEET NUMBER • A5.0 lz 10 OF ALL ELECTRICAL DE51ON AND WORK SHALL BE IN 51RIGT" 60WLI NCE WITH THE 2008 NATIONAL ELEGTRIG CODE GENERAL ELECTRICAL NOTES: 1) PER NEC SECTION 210,12(8) ALL 15A � 20A, 120V BRANCH GIRW 1-5 5UPPLYIN6 OUI'LET5 REOUIRE AFCI PROTECTION. 2) CARBON MONOXIDE PRO rEGTION PER FLORIDA 5TA1 UTE5 553.885 (2). TO BE INSTALLED WITHIN lo' OF EVERY SLEEPING ROOM, 3) PER NEG 5EGTIOH 210.8(8)(4) ALL 15A f 20A, 125V REGEPTAGLE5-IN5TALLED OUTDOORS MUST BE 6FGI-PR0TE6TED. 4) PER NEG SECTION 210.8(8)(5) ALL 15A T 20A, 125V RECEPTACLES INSTALLED WITHIN 6 OF A SINK (IN NUN -DWELLING UNIT 0G61JPANGIE5-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLE5) MUST BE GF61-PROTE6 TED. 5) PER NEC SECTION 406,8(B)(I)15A i 20A REGFPTACLE5 IN A WET LOCATION MU5T BE WITHIN AN ENCLOSURE THAI 15 NEATHERPROOF WHEN AN AITAGHMENT I5 PLUGGED IN AND ALL NON-LOCKING eEGEPTACLE5 51ALL SE L151EP A5 NEA [HER RESISTANT. 6) PER NEG 5EGTION 406.11 IN DWELLING UNITS, ALL 15A i 20A, 125V RE( EPTAGLE5 5HAL L BE 1-15TED A5 TAMPER-RESISTANT. U) PER NEC SECTION 800.156 NO LE55 THAN ONE GOMMUNIGATION5 OIJI LET SHALL BE INSTALLED WITHIN EACH DWELLIN6 UNIT. 8) PER NEG SECTIONS 83.14,3 AND R315.I SMOKE DETECTORS TO BE INSTALLED INSIDE EA 51-EEPIN6 AREA 9) PROVIDE GAS DROPS A5 PER COi`1MUNI I Y 10) .JUNGI-ION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON 6A5 COMMUNITIES, AND IIOv IN COMMUNITIE5 rHAT HAVE OAS OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE UPPER FLOOR ELECTRICAL PLAN 4 ELECTRICAL SYMBOL KAY TV GABLE TV PIDATA OUTLET K+AT H05E BIB H/ SHUT OFF VALVE 4 He H05E BIB GA5 KEY FUEL OAS N/ SHUTOFF VALVE TELEPHONE OUTLET AT e, �T ABOVE FLOOR AND COUN TER 120V DUPLEX CONVENIENCE y DUPLEX OUTLET •�nN 120V DUPLEX CONVENIENCE G DUPLEX OUTLET AT COUNTER w� ULEXEGP`LFIDPRETAGLh GPI . �c,PI OR OUTLET -� 220V OUTLET 120V DUPLEX GONVENIENGE REGEP rACLL-,1/2 HO r 120V DUPLEX GEILIN6 MOUNTED SWITCHES 3 -WAY SWTrCH 4 -NAY 5NITGH L ELECTRICAL PANEL ELECTRIC METER GA5 METER NT INTERCOM SPRINKLER PANEL I IOME RUN Q JUNCTION BOX o r� �J C- DOOR CHIME �v DOOR GRIME PUSH BUTTON r. cw O PUSH EUTTON J THERMOSTAT v N ,n 11 LUMINATED ADDRE55 �a +84" ADOVE T,O.G, [OMPF MMUNITY lot . blk 83,13 q.13.13 GEILIN6 MOUNTED FAN oc I I' 4 OR 5 BLADE SHI F61-1 GONTROLLED ri REGE55ED FRACTIONAL IIP EXHAUST FAN RECESSED COMBINATION OF I-IGHT/EXHAUST FAN �T 5NIT6H CONTROLLED COMBO SMOKE / CARBON MONOXIDE DE TEGTOR y SMOKE DET EG roR •�nN RE6E55ED CAN G CARBON MONOXIDE DETECTOR -�- HANGING FIXTURE. A� G GEILIN6 FIXTURE SPEAKER <(Q) DIRECTIONAL EYEBALL GAN 24" FLUORESGENT FIXTURE UNDER UPPER ER CABINET 0 0 0 0 0 INCANDESCENT BAR LIGNT FIXTURE 48" FLUORESCENT 1-161`11 FIXTURE 1 lie 24" FLUORE56EN r I-I6HT FIXTURE FLOOD LIGHT SURFACE MOUNTED INLAND. HALL LIGHT FIXTURE HALL SCONCE Q JUNCTION BOX o r� �J C- DOOR CHIME �v DOOR GRIME PUSH BUTTON r. cw O PUSH EUTTON J THERMOSTAT v N ,n 11 LUMINATED ADDRE55 �a +84" ADOVE T,O.G, [OMPF MMUNITY lot . blk 83,13 q.13.13 .io N d U W - f1 N rA w Uf CD o U c7 c, rn ,y n �ry �'0 o ,, � <D d o u• • s oc I I' Q.� 4�A cra �T •�nN A� G cr) C�- 1 lie • .io N d U W - f1 N rA w Uf CD o U c7 c, rn ,y n �ry �'0 o ,, � <D d o u• • s UPPER FLOOR ELECTRICAL PIAN DWN BY: R.R. • • CHECKED BY: D.D. • SHEET NUMBER ' A5.1 0F � s Q.� C� 7j Cil C�- 1 lie • UPPER FLOOR ELECTRICAL PIAN DWN BY: R.R. • • CHECKED BY: D.D. • SHEET NUMBER ' A5.1 0F ul1, rlu'K"ON HOIVIE,-a MODEL: 1667 SUBDIVI-ElION: THE RESERVE AT HIDDEN LAKE LOT . _ 113I,OC;K: PG of _ KITCHEN 361" UPPERS i~ 24" GARAGE LEI+ I' SEPTEMBER 2013 **36" UPPERS"A Uof,)rstylc' - --r FARTS: 3 - UI1'3 WD 1 - I.1 I+ 342P 1 - UF3P 1 - UF6 WD I-DWR3 1 - FL24 (VOIDS) 1 - FP96 34 WD I00 2 - FL48 (ISLAND BACK PANEL SUPPORT) - CS12 LC 2 - BTK8 PRT 2 - UM8 BLD 1 - 0CM8 BLD (TOE CAP) 3 - CM8 BLD 11DWE: 15 - DOOT<S 4 - DRAWERS 7611 B IALT-IN PANTRY 143" - All dhuunuiuty: 9i4c daaig11,1tion`+ TIMBERLAKE Dc.9iKnci. Jennilut Nnydoll Dorl�gnvd; 9718)013 .given X10 yubjvcl to volilieation on �° .Priut<d: 9: 191'2013 job Sita and adjuslmant W fit job Thi; is :ua orivillal JC9i};la unci maul. conditions.' not be rolca>cd or cnpic(1 unless applicable tic has bean paid al' job under placed. 1667KPP36Cil.{tl(J-IB-Ii} V ('lourPlzrn IJrlwin d: l Scale U 12" I' DR NORTON HOMES MODEL: 1667 GARAGE LEIi't' SUBDIVISION: THE RESERVE; AT HIDDEN LAKE SEPTEMBER 2013 LOT _ BLOCK: PC _ of __ OPT. 30" LAUNDRY UPPERS ' 36" HIGH FLUSH ISLAND - ------ ------------ (%a BA R TOP 4u/16" 0VERHANG OPT. OPT. LAUNDRY UPPERS I G / DoorsLylc: CZ .: I - UF311 6) 0� 1 - 911K8 PRT 1 - UM3 BLD S21t - 1 - OC:IVI8 BLD . �Ti o 2 - DOORS PARTS: �1 /Z 0 d .. 2 - UFGP c" b`)t a� mfn o I c7 F F, cb h w v1 ' r J -r y I - UN18 BLU L F 0 1 - FL24 (VOIDS) I00 1 - CM8 .ESLD (OP'i'.) d HDWE: '] 52lf-- 77 co zI _ DOORS � IuFP CSI , Outlet 1.116 ------------ :. _1WR3 fW:: t ti� W iii C3F> lti £i. _ T GARAGE LEI+ I' SEPTEMBER 2013 **36" UPPERS"A Uof,)rstylc' - --r FARTS: 3 - UI1'3 WD 1 - I.1 I+ 342P 1 - UF3P 1 - UF6 WD I-DWR3 1 - FL24 (VOIDS) 1 - FP96 34 WD I00 2 - FL48 (ISLAND BACK PANEL SUPPORT) - CS12 LC 2 - BTK8 PRT 2 - UM8 BLD 1 - 0CM8 BLD (TOE CAP) 3 - CM8 BLD 11DWE: 15 - DOOT<S 4 - DRAWERS 7611 B IALT-IN PANTRY 143" - All dhuunuiuty: 9i4c daaig11,1tion`+ TIMBERLAKE Dc.9iKnci. Jennilut Nnydoll Dorl�gnvd; 9718)013 .given X10 yubjvcl to volilieation on �° .Priut<d: 9: 191'2013 job Sita and adjuslmant W fit job Thi; is :ua orivillal JC9i};la unci maul. conditions.' not be rolca>cd or cnpic(1 unless applicable tic has bean paid al' job under placed. 1667KPP36Cil.{tl(J-IB-Ii} V ('lourPlzrn IJrlwin d: l Scale U 12" I' DR NORTON HOMES MODEL: 1667 GARAGE LEIi't' SUBDIVISION: THE RESERVE; AT HIDDEN LAKE SEPTEMBER 2013 LOT _ BLOCK: PC _ of __ OPT. 30" LAUNDRY UPPERS DR HOR`l'ON HOM +'S MODEL: 1667 SUBIAVISION: `I HE RESERVE A1' HIDDEN LAKE LOT-- BLOCK: PG of KITCHEN 42" UPPERS �-24"---J- rel rr m c7 36" HIGH FLUSH ISLAND 53" e - ------ ------------ (%a M OPT. OPT. LAUNDRY UPPERS I G / DoorsLylc: PARTS: UJ I - UF311 6) 0� 1 - 911K8 PRT 1 - UM3 BLD S21t - 1 - OC:IVI8 BLD . �Ti o 2 - DOORS PARTS: �1 /Z 0 d rJ 2 - UFGP c" b`)t a� mfn o I c7 F F, cb h w -r y I - UN18 BLU L F 0 1 - FL24 (VOIDS) I00 1 - CM8 .ESLD (OP'i'.) d HDWE: '] W 0 (�J zI _ DOORS � IuFP CSI , DR HOR`l'ON HOM +'S MODEL: 1667 SUBIAVISION: `I HE RESERVE A1' HIDDEN LAKE LOT-- BLOCK: PG of KITCHEN 42" UPPERS �-24"---J- rel rr m c7 36" HIGH FLUSH ISLAND BAR TOP to/16" OVERHANG e VSB? a UL1.I°l' n .... (%a M I G / DoorsLylc: PARTS: UJ I - UF311 6) 0� 1 - 911K8 PRT 1 - UM3 BLD S21t - 1 - OC:IVI8 BLD . l -.I D W l;: i� 2 - DOORS arctlet u--- d rJ c" b`)t a� mfn o I c7 F F, cb h w -r y 76" BUILT-IN .i PANTRY - --143" - GARAGE LEFT SEVffil M B B R 2013 ;1:A`I i`" UPPERS;"` PL RS;"` Doorstyle: PARTS- 3-UF:3WD 1 - UI'4342P 1 - UF3P I - UF6 WD I - DWR3 1 - 1,124 (VOIDS) 1 - FP9634 WD 2 - FL48 (ISLAND BACK PANEL SUPPORT) 3 C812 LC 2 - TK8 PRT 2 - UM8 BLD 1 - OCM8 YLD (TOE CAP) 3-CM8BLD I-IDWE: 15 - DOORS 4 - DRAWERS All diuto 191Vu> 4160 dell tlfihatl''i I IMBE.RLAKE De`Jlgner: Jumdrur Nv)'(1VI7 Datl1`>11ed: 9118'2013 givau are Subcel to variliaalton on Yrinlecl. 9i 19;241 job ,lila and udjus41janl to lil job °? I'llie i9 all ori innl da9i' n an(I mare(. u>n<liticnis. 8 I1Q1 be YC(CaBed or COpiCd UllICS.^> applicable lac has been paid c r job order placed. I667Kl'1' 1)(il.(09-18-I>) VloorPlatr lira in;�'d: I Seal O li')" I' DR HORTON HOMES MODEL: 1667 GARAGE LEFT SUBDIVISION: THE; RESERVE; AT I-IIDDEN LAKE; SIE'P'I'EMBER 2013 LOT — BLOCK: P(J of CO UNTE RTO PS q R 42, R ,R R KITCHEN TOP TOP COLOR: .EDGE:_. _ 6" BA.CKSPLASH IN KITCHEN ONLY USED COLORED CAULK R= `? 1/2" RADIUS 00 to I)R HORTON HOMES MODEL: 1667 SUDDIVISION: TILE RESERVE ATHIDDEN LAKE LOT— BLOCK: PG of BATHS ***Pedestal Lavatory in Powder Room*** (1ARAGB LEFT, SEPTEMBER 2013 A All diluellyiun :>i/c elc.i ";llioua TIMBERLAK( Dcsii;ncr: Jonuilur NU)'clun Der)ir,•11ed: x'18;,2013 given ura 9tlb el to vuriGcatlon oft r :Priuled: 9; 198013 job site un(1 adju)Iulanl t0 Ctitjob r Mfi `Cllis is till original de9igll and 111t,9t. conditions• 1101 be, released or copied unless applicable lac has been paid ar jcl> order placed. 166/13At'11S-01-111 Q, (I lourPhnl I)rut hrg I DR I-1C1RTON HOM LIS MODEL: 1667 GARAGE LEFT SUBDIVISION: THF: RESERVE AT HIDDEN LAKE; SEPTEMBER 2013 LOT— BLOCK: PC) of COUNTERTOP; I N nl OWNER'S BATH TOP COLOR: EDGE:__ __ I� Cy ry R T BATH 2 TOP COLOR: EDGE:___ � n R= 2 1/2" RADIUS All diinumiom siea dosigrltllic,ns TIMBERLAKE De9igucr: JLImilvrNuydoll Da'�!gnGd: 9:18.'2013 All (lilnou,i„li:> ;ida (la;igu,ltiorlt: TIMDE�LAKL- Deuignvr: JnnniCvr i1c)'d0n LJu;)iancd: 9. 18.2(11 ; A d' 11 llrlell'/1Ull;i ul6C dC'>I�n:ltilfll)i jobale dadjtsl lu ,ljt k-cutiou un ( - r Primed: 9119%261-' �ivcu ura 9ub'ocl to velilicativn on lob sitrs ,uul a(Ijuylmeut Wfit jolt r D This is an Vtiuin.d dn';isn 1111(1 must j 1 1'rinle(l: 9l19r2013 � ivan era 9ut?Ivcl to verilicatfon on couditiol r, J tub Hila and (uljuslrnrnt t0 fit jab 1•lus is till oligi z.d le •= 1.. not be released or copied unicss 0 1 ( I'd arld uun;t jab gitr and adjusnncnl W til job C011(1lh CMS. a� applicable fcc has been paid or job W not be rcic ls(:d or c:fpiod ttnlcss concliticuls. order placed,applicable 11 -chats bcerl paid or job — ..� order lc,;d. I66713A'1'IIS-OYI'SC 1.(09-18-13') Tricxlrb'lan ]Jruwingm: l �Sculc:b11:?" I' 166'1KC1'36GL UFJ-18-1:" _i_ 1 Noor Pl n Ura wail '': 1 Scala : (7 1;2" I' 1667 I IATI1S-(Wl cl Cil. (09-18- r a r, (r) TIKE Deuignel: Ju miler Ntig(kn1 Daslonad: 9'1iS'301 ; ) V Printcd: 9/19/2013 This ii cell c ri�iu,d (lc-jigu and 1uu9t- y� not be relca,ed or copied unless apl)lieablc icn has been paid cr job c- cader plat cd. n — ._.w 1) MDERIAMoen• 1>Icu'1 llruwulw .E: I e. i,; : 0-1 la" I' � C, CU CABINET L 5GALE: N15, v COMP FILE GOWUNITY lot. blk ISSUED q3.13 REVISED q.13.13 s • --------•----•- ----- ------ e VSB? a UL1.I°l' n .... ii BAIT 2 C!1 DoorsLylc: PARTS: I - UF311 1 - 911K8 PRT 1 - UM3 BLD 1 - OC:IVI8 BLD l -.I D W l;: 2 - DOORS All diluellyiun :>i/c elc.i ";llioua TIMBERLAK( Dcsii;ncr: Jonuilur NU)'clun Der)ir,•11ed: x'18;,2013 given ura 9tlb el to vuriGcatlon oft r :Priuled: 9; 198013 job site un(1 adju)Iulanl t0 Ctitjob r Mfi `Cllis is till original de9igll and 111t,9t. conditions• 1101 be, released or copied unless applicable lac has been paid ar jcl> order placed. 166/13At'11S-01-111 Q, (I lourPhnl I)rut hrg I DR I-1C1RTON HOM LIS MODEL: 1667 GARAGE LEFT SUBDIVISION: THF: RESERVE AT HIDDEN LAKE; SEPTEMBER 2013 LOT— BLOCK: PC) of COUNTERTOP; I N nl OWNER'S BATH TOP COLOR: EDGE:__ __ I� Cy ry R T BATH 2 TOP COLOR: EDGE:___ � n R= 2 1/2" RADIUS All diinumiom siea dosigrltllic,ns TIMBERLAKE De9igucr: JLImilvrNuydoll Da'�!gnGd: 9:18.'2013 All (lilnou,i„li:> ;ida (la;igu,ltiorlt: TIMDE�LAKL- Deuignvr: JnnniCvr i1c)'d0n LJu;)iancd: 9. 18.2(11 ; A d' 11 llrlell'/1Ull;i ul6C dC'>I�n:ltilfll)i jobale dadjtsl lu ,ljt k-cutiou un ( - r Primed: 9119%261-' �ivcu ura 9ub'ocl to velilicativn on lob sitrs ,uul a(Ijuylmeut Wfit jolt r D This is an Vtiuin.d dn';isn 1111(1 must j 1 1'rinle(l: 9l19r2013 � ivan era 9ut?Ivcl to verilicatfon on couditiol r, J tub Hila and (uljuslrnrnt t0 fit jab 1•lus is till oligi z.d le •= 1.. not be released or copied unicss 0 1 ( I'd arld uun;t jab gitr and adjusnncnl W til job C011(1lh CMS. a� applicable fcc has been paid or job W not be rcic ls(:d or c:fpiod ttnlcss concliticuls. order placed,applicable 11 -chats bcerl paid or job — ..� order lc,;d. I66713A'1'IIS-OYI'SC 1.(09-18-13') Tricxlrb'lan ]Jruwingm: l �Sculc:b11:?" I' 166'1KC1'36GL UFJ-18-1:" _i_ 1 Noor Pl n Ura wail '': 1 Scala : (7 1;2" I' 1667 I IATI1S-(Wl cl Cil. (09-18- r a r, (r) TIKE Deuignel: Ju miler Ntig(kn1 Daslonad: 9'1iS'301 ; ) V Printcd: 9/19/2013 This ii cell c ri�iu,d (lc-jigu and 1uu9t- y� not be relca,ed or copied unless apl)lieablc icn has been paid cr job c- cader plat cd. n — ._.w 1) MDERIAMoen• 1>Icu'1 llruwulw .E: I e. i,; : 0-1 la" I' � C, CU CABINET L 5GALE: N15, v COMP FILE GOWUNITY lot. blk ISSUED q3.13 REVISED q.13.13 s • • CADINET LAYOUT5 • DWN BY: R.R. • CHECKED BY: D.D. • • SHEET NUMBER CB -1 OF • (7 y • 1 N w e) - to C!1 e r, Vi 0 C4 _w mac° c" b`)t a� mfn o I c7 F F, cb h w -r y L F 0 • E'er— A�Frl. • • CADINET LAYOUT5 • DWN BY: R.R. • CHECKED BY: D.D. • • SHEET NUMBER CB -1 OF C!1 �1! CSI • CADINET LAYOUT5 • DWN BY: R.R. • CHECKED BY: D.D. • • SHEET NUMBER CB -1 OF OUT LOOKERS C9 24" O.C. CABLE END TRIJSS `�t� (WEBS REMOVED FOR CLARITY).a X = 8d RING SHANK c@ 3" O.C. ON EACH SHEET OF PLYWOOD 0 = &J RING SHANK O 6" �' \ U.C. ON EACH SHEET OF PLYWOOD U = 8d RING SHANK 0 8" O.C. ON EACH SHEET OF PLYWOOD NAILING SCI D./G ABLIH - ARROW INDICATES LONG DIR. OF PLYWD. SCALA= N.T.B. RIPO LINT= 0 = 8d ringshank 4 6" O.C. ON EACH SHEET OF SHEATHING NAILING SCID./IIP _,._,..r... - -._.. __._... common 3 at each joist Sole late to jo15t or I&d common ++++*+*+ + blockin , face na i I #}+ +}+ + #++ } + ++ ++++ + ++ To of sole late to stud, le'd common + and nailed + + } + + U) Stud to sole late, toe nail ad common 4 Doubled studs, face nail lod common 24" O.C. Doubled to later, face }+++ + ++ +++++ nail ++### #}++ Continuous header to ++++ + + t + t t + + stud, toe nail z C1] 1Xa sheathin or less to ad common 2 each bearin2, face nail +,++,++++, t++} RIDGE LINE ad common + + + + ++++ +++++++++ }++ Build -u corner studs + + + + 24" O.C. + + + + ++++ ++ + + 32 O.C. at to ++++} ++++ + +++ and bottom and + + ++++ # ` #+ + + + + * sta Bred 2 ends +++++,+" at each ++ 5P iC,e + + + + + + + + + t + + h } + h } } } } * + + + + + i 4 +++++ + + } } + M + + + + + + + + + + + } + + } } + + + + } i } + ++t+ + + + + ++++++}+ ++++++++++++}++ h + + + + + + + + h } } i + + + # h + + + + + + + +++++ h } + + + t + + + + + * + + # + + + + + + + + + + + + + + + } + + .... + + + + t + i # } + + + t + t + + hh#+i+}*} +++++,+,. + i L 4 + + +*+ i + # + + + +*+++ + i� + h i h i h }+++++++ + t }+} } 8C,4LiEs KTA. SCHEDULE= 145 m1ph ZONE (MAX) ii i h i h h i++ ad RING SHANK a 3" O/C ++i+}+`+i+i+}+i+}+'+ GAE3LF END WALL OR OR BUILDING END ZONE 8d RING vl-IANi< �o" O/C +}++++++++t+ 5d RING SHANK a a' O/C INTERMEDIATE SHEATHING NAIL PATTERN TYPICAL HUS INSTALLATION NOT TO SCALE 51MP50N MMT518 UJ/ (4) 1/4" x 1 1/2' TAF- ( --ONS INTO TIE E3E,6 o� RETROFIT -MTS ANCHOR TYPICAL META / HETA INSTALLATION I TYPICAL HT5 INSTALLATION "x BUILT-UP COLUMN LL EVERY NAIL OLE W/1 6d AILS '8"Ox8" "J" BOLT OR '8"D WEDGE ANCHOR MIN. 5" EMBEDMENT , GIRDER TRUSS SIMPSON HTT ILL EVERY NAIL TYP' HOLE W/16d NAILS �- 2X TOP PLATE 3/4"0 THRU �- BOLT FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 SIMPSON HTT TYP. TYPICAL 14TT TO BUILT-Ulw COLUMN DETAIL RraGQUIR D SARROrY GLAZING IN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS LOCATIONS FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE DRAIN INLET. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: I. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT (0.84 M SQ.). 2. BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. J. TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. 5. ALL GLAZING IN RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL IN -FILL PANELS. 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS 1) LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE ON THE POOL SIDE, AND 2) WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE WALKING SURFACE ON THE POOL SIDE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 1/� 2"x 4" COLUMNS W/ (1) ROW OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 -1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 3 -PLY, COLUMN SHALL BE NAILED AS SHOWN FROM EACH SIDE (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 5- tructura I Notes A`- 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION JACK PLIST NAILING NOT TO SCALE l.) CODES: 1.1 The Florida 5uilding Code (2010 Edition). 1.2 Fui (ding code recjuirements for reinforced concrete CACI 31a 0o) STD. 90' HOOK //5OND BEAM ILIA \41)4'5 VERTICAL TO TDP OF BOND BEAM STEP MASONRY WALL STEP NOT TO SCALE N/41 L iNG-� 5��IEDULE Led er stripl6o common 3 at each joist Sole late to jo15t or I&d common i� blockin , face na i I CO rhGOA To of sole late to stud, le'd common 2 and nailed U) Stud to sole late, toe nail ad common 4 Doubled studs, face nail lod common 24" O.C. Doubled to later, face 10d common 1�" alon each nail t� to m 65 � CQ �Go Q0 ed e Continuous header to ad common 3 \41)4'5 VERTICAL TO TDP OF BOND BEAM STEP MASONRY WALL STEP NOT TO SCALE N/41 L iNG-� 5��IEDULE Led er stripl6o common 3 at each joist Sole late to jo15t or I&d common i� blockin , face na i I CO rhGOA To of sole late to stud, le'd common 2 and nailed U) Stud to sole late, toe nail ad common 4 Doubled studs, face nail lod common 24" O.C. Doubled to later, face 10d common 1�" alon each nail t� to m 65 � CQ �Go Q0 ed e Continuous header to ad common 3 stud, toe nail z C1] 1Xa sheathin or less to ad common 2 each bearin2, face nail Over 1X8 sheathin to ad common 3 each bearin , face nail Build -u corner studs I&d common 24" O.C. Build-upriders and 20d common 32 O.C. at to beams u to three members and bottom and sta Bred 2 ends at each 5P iC,e 1/2" r sum Sheathin 11 a 1-1/2" 4"O.C. at ed es head a" o.c, at other bearin � Rum Sheathin I1 a 1-3/4" 4"O.C. at ed es head a" o.c, at other bearin ir�p5um Wallboard 1/2" 1-3/a" drywall nail -1"O.C. on ceilin s a"O.C. on Wa l l5 1-1/2" drywall nail -f"O.C. on ceilin s a"O.C. on wa I Is Hardboard La Sidin ad corrasion resistant l�" O,G. at to Direct to to s with minimum shank and bottom ed es dia, of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard La Sidin 10d corrosion resistant i&" O.C. at to overs eat ince, with minimum shank and bottom ed es dia. of 0.0990 inch and minimum head clla. of 0.240 inch Hardboard Panel sidincl, ed corrosion resistant ro" O.G. at ed e5 Direct to Stu s with minimum shank 12" O,C, at dia. of 0.0920 inch intermediate and minimum head su orts dia. of 0.225 inch Hardboard Panel 5idincl, ad corrosion resistant G " O.C. at ed es Over to Stu s with minimum shank 12" O.C. at dia. of 0.0920 inch intermediate and minimum head 5u orts die. of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other �-) WOOD: structures (ASCE 7.10). ro.1 Wood Framing structural members: Southern Yellow Fine 1.4 Specification for the design, Fabrication and erection of structural steel for Headers/seams/Fost5± Southern Yellow Fine "1 buildings (RISC 9th edition). 1=�'earin� Wall Wood Stud Pramin�i Southern Yellow mine 42 studs 2"x 4' spaced v 12" O.G. 15 "DRSign Specification for light metal plate connected wood trusses by the Truss Southern Yellow Fine 112 studs 2"x &" spaced l&" O.C. Plate Institute (TPI) 1935 Edition, Southern Yellow Bine *11 Studs 2"x 4" spaced 1(0" O.C. 2.) DESIGN CRITERIA: UNLESS NOTED OTHERuJISE ON FLANS 2.1 Dwelling floors = 40 FSF live load. &.2 Design, fabricate and erect wood trusses in accordance with the "desi n s ecification for 2.2 Balconies -�00 PSF live load or adjacent living space five load. light metal plate connected wood trusses" by the truss plate institute, TFg'I 1, 2001 ed. and 23 Walkways = 80 PSF Lire load. SCSI, 2003 ed. Cif applicable). 2.4 Roof over living areas - 30 FSF live load. 17 PSF (-i FSP T/G $ 10 i�SF E3/C) dead &.3 All exposed wood or wood in contact with earth or concrete to be pressure treated, load for Shingle roofs: 25 FSF05 PSF T/C $ 10 F5F 5/C) plead load for the roofs, 2.5 Wind Speed -139 MSH and has been interpolated a5 allowed by note 2 in Figures 1 301.2(4) 4 roof Sheathinc�j,: 1/2" C.D. grade plywood (or 15/32" OSB), when using fiberglass/asphalt shin les over felt. 5/a" C.D. rade plywood (19/32" 05�) when using- concrete /ceramic file roofin and 109,4 in the FSC - Residential enol FSC. Interpolation has been conducted using g g p y � g g the property location enol the Applied Technology Council UJindspeed Web site. �•5 Untreated wood shall not be in direct contact with concrete. SEAT plates Shall be provided 2.6 Note all structural members in the residence will be designed using Allowable Stress at bearing locations without wooden top plates. Design methods. 7.) GANC3- LAM LVL: 2.-1 Net uplift dead loads 10 FSP Shingle 15 F5F tile. -1.1 Gang -Lam. stress grades shall provide the following minimum properties: 3.) SOIL- E = 2,000,000 FS 3.1 The foundation system for the attached project is designed for a minimum soil P = 3,100 FSI bearing pressure of 2000 psf. The Soil bearing pressure is in compliance with Ft = 2,300 PSI Table 8401.4.1 (FSC=i�) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey Fc.] = 1020 F51 (perpendicular) Gravel (SUJ,SF,SI''1,SCCM and CSC) Fcll - 3,100 F51 (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to Fv = 290 PSI verify that the on-site soil conditions fulfill the Soil design characteristics listed here. Contact engineer if other types of LVL beams are to be used. Contractor to submit geotechnical engineering report to Engineer of Record for review, a.) STEEL: 4J CONCRETE: 3.1 Installation of all steel to be performed by a qualified, licensed steel Erector. 4.1 Concrete- compressive strencgth at 2a days: 3000 psi (normal weight). a.2 Fabricate and erect all structural steel in accordance with AISC Specifications for the design, 4.2 Reinforcing bars: A5TM A(o15 (C.�rade (oO). fabrication, and erection of structural steel for buildings. 4.3 UJelded wire fabric (WWF).- ASTM Alas, a3 Structural steel to be ASTM A3(o unless noted otherwise. 4.4 Detail reinforcement in accordance with ACI 315. 5,4 Steel Wide Flange to be ASTM A592 unless noted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3. bottom and sides. 0.4 Steel tubing Shall be ASTM A500 cjrade. 4.o Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced a.5 Welded connections: E-10XX electrodes, minimum Size fillet welds 3/10", AIDS certified welders. with &xo wl.4x w1.4 W.W.F. at mid depth of slab. fibermesh may be used in lieu of WWF a.ro Where steel beams are continuous over columns, provide web stiffener plates on each side of the contractor's option. web, of a thickness equal to beam flange thickness, located at the center line of the tube column. 4,71 Concreting operations shall comply with AGI standards. a.-1 The steel frame i5 "non=self supporting Adequate temporary support shall be provided by the 4.a Lap splice shall be as follows: Geo bar 3e", 1*5 bar 30", 04 bar 24", 113 bar la Contractor until required connections or elements are in place. 4.9 90 degree hooked bars shall have a 10" leg and be bent with a raolius of 2" 9.) TRUSSES: 5.) MASo1�RY: 5.1 De 9.1 ALL CONNECTORS SFECIFIED AS FER SIMF,60N CATALOG C-2011. CONTACT Sign and construction shall conform to the Specification of the National concrete masonry'., Association and AGI 530. Contractor is solely responsible for all temporary bracing anal shorin THE STRUCTURES CROUP, INC. FOR ALL CONNECTOR SUF38TITUTIONS. required during construction. g 9.2 FRE -ENGINEERED WOOL) TRUSSES TO 5E SPACED � 24" 0.'C. TYPICAL 5.2 Minimum masonry unit Strength: (Fm) 1900 FSI UNLESS NOTED OTHERWISE ON TRUSS ENC:�INEERINC* F,4CKA� E. 5.3 Mortar shall be type S or M. 9.3 iF THE TRUSS INFORMATION Fz'ROVIDED IN THESE CONSTRUCTION DOCUMENTS 5.4 All 5lock cells and cavities below grade shall be filled with concrete. 15 REVISED 5Y ANY OTHER FARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 Fill cells w/(1) *15 bar shall be located FER FLAN ( 4'-0" O/C TYP.) at each corner and each side of DESIGN FROFE5510NAL), IT IS THE CLIENTS RESFONSI5ILITY TO SUBMIT CHANGES TO openings greater than or equal to &'-0". fill cells w/(2) 1*5 vert. shall be located at each THE STRUCTURES GROUF, INC. FOR REVIEW. THE CLIENT 15 RESFON5IBLE FOR ANY side of openin js 10'-0" and greater, at all girder bearin 5, including hip -set girders. CONSTRUCTION COSTS RESULTING FROM TRUSS FAC<A�E REVISIONS DEVELOFED 5Y OTHEF DMIMENE OPG1�11661 1HE PROPFRiT OF N1ac x P E ANY IRPROOIlC11011 OR utAuniG111� 1 Ei Prsaem NOTE: IT IS THE OONIRACTORS RESPONSIBILITY TO REVIEW Ali DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RE%VNSELE FOR THE STRIICNRAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BEiWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING MEMS. AND 1HESE SIM AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSiRUCTION. OWRACTOR TO DEWY ALL 011E71WIS PRIOR TO START OF ANY TIE S1RUCIURES Q;WUP IS NOT RESPONSIBLE FOR ANY DIDIENS04S, IME STRUORM GROUP IS REPOtOM FOR PROPOSED CHANGES TO GRiGAIA!. STRUOIURE SHOWl ON THESE PAGES ONLY, THE STRUCTURES GROUP IS NOT iIESPONSIBLE FOR E19S M STRUCTURAL CM OIEWM To the best of the engineer's knowledge, the plans and specifications comply with the mininuun requirements of The Florida Building Code - Residential. (49W RdItIon) Plans and apecIrIcationeoewp kJ wHh the Florida belkft code - FW"M lfl , section T4I Plans and spenlfioatlone cow N wM tkw Florida bulkbg code,..boon lM Nor t""wind zne (29W ton) 1N• 4*awkg N Valid for la w fflks attar file delle R b *Nyad and #"led or until the rar IrenrnN of " 29W wftkm of the 109orids IBUIW Q Godo N TNs drawirg tw *%yad and seelad for tho structural poretonsof the drawkV ono Ardltaeturai, wleeirteaI, or owd m meal lls, if Owuwl, ara far vioml r er®noo only and are not covered andr REV. r A BY ®CQ 0 00 CO rhGOA U) 9) W o Z J Q 10A � � b in ® .4 J - F � cmL' � t� to m 65 � CQ �Go Q0 uJ 0 z C1] 4 DMIMENE OPG1�11661 1HE PROPFRiT OF N1ac x P E ANY IRPROOIlC11011 OR utAuniG111� 1 Ei Prsaem NOTE: IT IS THE OONIRACTORS RESPONSIBILITY TO REVIEW Ali DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RE%VNSELE FOR THE STRIICNRAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BEiWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING MEMS. AND 1HESE SIM AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSiRUCTION. OWRACTOR TO DEWY ALL 011E71WIS PRIOR TO START OF ANY TIE S1RUCIURES Q;WUP IS NOT RESPONSIBLE FOR ANY DIDIENS04S, IME STRUORM GROUP IS REPOtOM FOR PROPOSED CHANGES TO GRiGAIA!. STRUOIURE SHOWl ON THESE PAGES ONLY, THE STRUCTURES GROUP IS NOT iIESPONSIBLE FOR E19S M STRUCTURAL CM OIEWM To the best of the engineer's knowledge, the plans and specifications comply with the mininuun requirements of The Florida Building Code - Residential. (49W RdItIon) Plans and apecIrIcationeoewp kJ wHh the Florida belkft code - FW"M lfl , section T4I Plans and spenlfioatlone cow N wM tkw Florida bulkbg code,..boon lM Nor t""wind zne (29W ton) 1N• 4*awkg N Valid for la w fflks attar file delle R b *Nyad and #"led or until the rar IrenrnN of " 29W wftkm of the 109orids IBUIW Q Godo N TNs drawirg tw *%yad and seelad for tho structural poretonsof the drawkV ono Ardltaeturai, wleeirteaI, or owd m meal lls, if Owuwl, ara far vioml r er®noo only and are not covered andr REV. DATE & COMMENTS BY U) ' u W o Z J Q w � 0 = Z 0 J � F � U p uJ 0 JOB NUMBER: 2012 DATE : JUNE 1, 2013 DRAWN BY : SCALE: SHEET NUMBER st SIGN & SEAL J302.10`13 m IcWWw open called sprayed foam insulation p N system" wt ivalent insulation rat of 3� R-90 is a�• ovad for use M the roc frarning IZ 0 system. kaulatlon system to be installed i9y WOOD WALL ATTAChIMEN F CD U 02 RE -ENGINEERED WOOD TRUSSES Certified IC.WWW knsulatlon installer. Installer (� 24" O/C ATTACH WINDOW FLANGE FRAME TO BUCKS fN to provide Corrtractor with koulation TTF'� 5EE rzLEV. UPLIFT CONNECTOR SEE SCHEDULE "S RE15AR, GRADE baa / MASONRY WALL OR WOOD O _ ) (SEE PLAN FOR SCREW ©8" O.C. OR AS REQUIRED BY WINDMANUFACTURERFRAMED WALL � � ti Certificate at time of 1nsWllati®n NUMBER ANP MEET REQUIRED WIND PRESSURES. Ch PRE-ENGINEERED WD TRUSS 024" O.C. U.N.O. `� DOUBLE 2"x4" -TOP PLATE LOCATIONS) � � 1 � TOP SPLICE _ m in \\ a� 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) OUBLE 10d CMU MASONRY UNITS COMPLY WITH a• Max U 15 LB ROOFING FELT (SHINGLES) 2s�' ASTM C90, GRADE N W/ Pm - noo 7TYPICAL— �a (TYP) VARIES �\ - �; -a - HURRICANE ` HURRICANE IANCHORON EACH TRUSS `\\\ M/N - PSI. TYPE '5' MORTAR GROUT pq � CRICKET AS REQUIRED ALL CELLS SOLID. �- �• • • � w ' W (SEE UPLIFT SCHEDULE) �----� •• . .° SHINGLES OR CONCRETE 111.E (INSTALL AS PER MANUFACTURER) ooaoao 80000000 w, _ g OOaOa g M/ SHINGLE ROOF SYSTEM TILE ROOF' SYSTEM °$0 1111u, $g Q / ou lu; H gggog° a" rF9 *�"� � r/sa°�'�'� SIMPSON SP4 Q EA. STUD J GROUT =3,Omm p51. SLUMP RANGE 8" - �•'���g�'8°°�g$g°ggSSaBr�°° IFUMM 0kU'-+4IFI Wr t� Od 11 0 6K iiN1wo t0 Y 1�T1# a� I I'. ROD OR VIBRATE GROUT ,� ® � dltl u $�anong do�000 �� O a tJ4116a w s'�� ADEQUATELY TO ENSURE °° °°°g$$°gog ggg8$ ° OPENING w'g� �• *° o� + a• CONSOLIDATION OF G ROUT (NO AIR °°gggggg 880888 Ly Q7 _ o/%i�aser'°�p"•�° � NOTE: '\-BOTTOM SPLICE gg PLATE LENGTHS MUST BE OVER STUD POCKETS). GROUT SHALL COMPLY a g 888 Ogg 0u0° - / DRIP WITH ASTM C4-16-83 AND BE EITHE $$a°o88�$°8 - -� m W FINE GROUT. OOga°°agg oao°o°88$$00 TV � pp m FASCIA BOARD aQQSQ p�pQg dada°°� 0 $ 0 JJ°Qd0900g0$O$$$$° -- 7,%^. f\ 1/2" CD (CEILING AT LEAST 8'-0" LONG. TYPICAL n$° °y$gUU80O �Y^ DENSITY BOARD) TOP PL DTE SPLICE E; g s as $gaggLB PREFORM D -� co 04 W/ 1 3/8 DRYWALL = _ _ anY$u8 E POWERS STEEL �� O u $ g g $° LINTEL SHALL BE A NAILS OR DRYWALL ::H 8"X8"X16" KNOCK -OUT BLOCK SCALE: N.T.S. 05 REBAR, GRADE 60 a ON g $$ 0 GALVANIZED COIL STEEL AS .d, SCREWS 7" 0/C W/ 1#5 CONT. FILLED SIMPSON SP4 a (SEE FLAN FOR gg°°° ° � $888 c EA. STUD g ag$8 MANUFACTURED BY POWERS W 2500 P.S.I. CONCRETE NUMBER AND - OO�b o°0O CLG.& 8" 0/C WALLS - / $ $° ° STEEL AND WIRE PRODUCTS, q E., p, SEE UPLIFT SCHEDULE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS LOCATIONS) \$800 INC. STEEL GRADE SHALL BE MASONRY WALL ATTACHMENT 1X P.T. NAILER - _ FOR UPLIFT CONNECTIONS ASTM A510 GRADE C (Fy = 2X PT BUCKS ATTACHED TO MASONRY W/ i6"Ox2d' MIN STD. 90' HOOK 8" C.M.U. TYPICAL 1/2"0 WEDGE TYPE qq.m K 1J EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND C My �rs�s�nW Y=Isac� PE �_ SHORE LINTELS AS5 REQUIRED �/wY aErRaauCtpli as ulwmiotzetu UM Fs i ANCHOR BOLT � 24" O.C. TO COMPENSATE FOR DEAL) AT 4" FROM CORNERS. SET BUCKS IN CONTNUOUS SEE DETAIL THIS SHEET TYPE "S" MORTAR SEALANT BED NOTE IT IS THE CONTRACTORS RIr5PON511ALITY lO REVIEW R4.2 MIN. INSULATION - W/4" MIN. EMBEDMENT LOAD DEFLECTION OF ON EXT. BLOCK WALLS #2 SYP. DOUBLE TOP PLATE STUD OPTIONS NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF ALL DRAB BEFORE CONSTRUCTION BEGINS. THE NHORING1=D MASONRY GROUT. THIS SPEC WIiH FLORIDA PRODUCT APPROVED DOCUMENTATION. ENGINEER OF RECORD IS RESPONSIBLE FOR THE SiRUCiURAL 2"x 4" SYP #2 SPACED U 12" O.C. SNORING TO REMAIN IN PLACE WINDOW 1X WD FURRING = DECORATIVE COATING 2"x 6" SYP #2 SPACED Q 16" O.C. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. A MINIMUM OF 14 DAYS TO / DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE BETWEEN FEW CpAl11ONS, OTHER DESIGN PROFESSIONALS' O.C._ SIMPSON SP4 CONNECTOR 2"x 4" SYP #1 SPACED 4 16" O.C. AND FILLED W/ 2500 PSI CONCRETE ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. SHOP pRANINIGS, CONTRACTORS' BU�ONO I�IETFIOOS� AND ®24" C 115 VERT. IN CONC. FILLED CELL POWERE30X LINTEL PE 41�'f p�T gIL WINDOW / DOOR 15UCK ATTACHN FHNTS THESE � AND �D DRAGS "tom BE T 1/2" GYPSUM - R-11 INSULATION W STD. 90° HOOK IN K.O. BLOCK URING 17 ig TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSIRUCTION. WALLBOARDU.N.O. (1) #8 VERT. REBAR IN FILLED 1/2" CDX PLYWOOD OR 7/1e," KNEE WALL A130YE MASONRY WALL DETAIL SCALE: N.T.S. CELLS. SEE FOUNDATION PLAN O.S.B. SHEATHING REO'D. FOR g ver ALL EXTERIOR OR SHEAR WALLS OWIRACTOR TO KTW STRUCTURES OR" IS NOT FOR FOR LOCATION. ALL DMENSIM PRIOR TO START OF MY SCALE: N.T.S. AS INDICATED ON THE PLAN. CROUP FOR F'ROPo� piANcs HORIZC.NONTAL WALL w/ L REINFORCEMENT ATTACH SHEATHING W/ cad TTHE O STRUM I SFIOiM � TFIE5E PAM HORIZONTAL WALL REINFORCEMENT RINGDSHANK NAILS 3" O.C. © ONLY, CROTID N07 1X P.T. SASE NAILER AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" U.C. @ EDGES, FOR c TRUCT il1RA1 RESPONSBLE BASEBOARD - 4"X4" INSPECTION PORT AND @ 6" O.C. 0 FIELD --- --� C CONC. SILL Po the best U the engineer's knowledge, the (1) ROW 2x BLOCKING FOR 6X6 W1.4XW1.4 WWF (` M U plans zibe specifications er,3ly with the AT EACH FILLED CELL TYPICAL WALL HOT. -8'-6". (2) ROWS 2x BLOCKING OR FIBERMESH WINDOW minimum requirements of The Florida Building OR WALL HOT. > 8'-6 8" C.M.U. °...__ .......................... ° w LOAD BEARING OR -- MIN. __ .............._ Godes - Residential. (2 t v ......... GRADE 0 e`' flans and spealflaations i N with the Plortda MIN. 2500 PSI— � cJ "FEI?N11"FE f R0"fEGTION MUST COMPLY WIT SEG. 101.3.4, EXTERIOR WALL c� CONC SLAB 1403.8, 1503.6, Ifll6, 2303.1.5.3.1, 2303.1. AND 2304.11 (FBG 2010) SINGLE 2"x P.T. STUD /\\�\�\�\�> \/\/,. �l �utlt FItrl,s,} 6X6 W"1.4XW1.4 WWF �; D \/\\/ #5 VERT. IN FILLED CELL ` �/` �j\�/ �/\ EL PW* and spaot�t1om ooWN wi h the PI®rhla El ¢ HEADER BLOCK U.N.O. �I se�t.�d>n >� ror t�,�, mind . _ 1/2" 0 EPDXY ANCHOR O 24" 6" "J" BOLT ©24" 4 3" (1) #5 CONT. -� - - - - �- O.C. W/6" MIN. EMBEDMENT (USE VERT. OR O.C.0 C `iris draw a valtd for 12 sande wfuW the date SIMPSON SP4 CONNECTOR ) SIMPSON S YP. 1 /2" X 6" WEDGE ANCHOR It is s and se�lwd or unitl ehw rs�qulrsts of t\I z (9 EACH STUD SIMPSON SET EPDXY) OR 1/2" X MIN. ehs t�I'rwKIII� rw G \� GRADE 6" J BOLT 024" O.C. �l 2"x P.T. PLATE -( �i''Fz'ICA�. TNIGKENES (- SEE ATTACHMENT DETAIL ABOVE. chsn�wcL cxu is NOTES: I- �,8 ��.�� i� This draw Is s and s®alsd f®r tis stru�t�,ral 6 MIL VAPOR BARRIER ���� \/ �j\`N 1. FILL ALL CELLS WHEN �3 1/2" MIN. 6X6 W1.4XW1.4 WWF 5< ALT=: N.T.S. \ _ STEM WALL IS BETWEEN - - - °- -` _lU f N1� �l.0SECTION 13 ' ° 1V X11 are„ *d ukdo CLEAN POISONED AND COMP. /// // // z w L ....... \/\/\/ w < '24" AND 40" IN HEIGHT- . ArOW SOIL. (95% MODIFIED PROCTOR \ \ \\ \\ ' - J "" ° ° P ° TRUSSES tFlses v u ar iN, If /.,//i./ v� ABOVE GRADE. _ - - °u °� ° °G ° c t \� \ \ SEE UPLIFT SCHEDULE SCALE: N.rs. PER ASTM D1557) 00 � _ / /\/ 3 1/2" MIN. ° / �j �j / // STD. 90' HOOK 3 1/2" �JN� /� \ \ �\�\ X REV. DATE & COMMENTS BY SEE PLAN 3 MIN. CLR. (SEE DETAIL) 2. FOR STEM WALLS�' ° \\ j` GREATER •THAN 40" SEE PLAN HIGH- CONSULT ENGINEER '\/�\�/\�j\j\\/\\\\151xa XOURcoN�. PRECAST CONT. FOR OPENINGS - SEE PLAN - 4" ,,EE PLAN g" /\ /.\�/� K.O. BLOCK W/ GREATER THAN 6°-0". SEE " POURED CONC. 4 PLANS FOR ADDITIONAL 1'PICAL STEMUJALL WALL SECTION i U.N.O. MIN. FRAME ALL TO � � U 1X6 PT I-� RElNF. CONT. REQUIRED REINFORCEMENT. CONTRACTOR -TO PROVIDE SOIL TREATMENT SCALE: N.T.S. PRECAST CONC. WINDOW BUCK T�1'PICAL P�/-��'IN� UJA�.1, � &TEp � _ DOCUMENTATION TO INSPECTOR FOR REVIEW. WALL GONNECTiON 5CALE: N.T.S. REINFORCINGW SCALE: N.T.S,r ALUMINUM WINDOW TEMPEREp DOOR TRACK - �LAsa (5EE FLOOR PLAN) _ (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD 1x P.T. BASE NAILER FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN 4"x4" INSPECTION PORT AT NOTE: (1) ROW 2x BLOCKING FOR (2) SIMPSON MSTA240 EACH END EACH FILLED CELL TYPICAL SEE SECTION C/S2 WALL HOT..8'-6". (2) ROWS 2x BLOCKING UNLESS NOTED QTHERW15E ON PLAN 4" CONCRETE SLAB W/-,, 3 FOR ADDITIONAL INFORMATION FOR WALL HOT. > 8'-6". 6"X 6" W1.4WL4 WW'F U) 2 -ROWS 16d NAILS STAGGERED C� SET TRACK IN BASEBOARD SIMPSON SP4 CONNECTOR 1 2"� WEDGE "TYPE 16" O/C EACH FACE OR 3 -ROWS A FULL BED CAULK GEA. WINDOW G / 16d NAILS STAGGERED 0 16" 0/C OF CAULK ui \ STD. 90' HOOK ANCHOR BOLT © 24" O.C. O 2"x10" OR GREATER HEADER a PRECAST CONC. SILL 6x6 W1.4xW1.4 WWF n (SEE DETAIL) W/4" MIN. EMBEDMENT2 j i , O s------ -------- ------- - z 2"x PLATE 6X6 W1.4XW1.4 WWF 16d NAILS 0 , 16" 0/C TYP. 0 SEE FLOOR PLAN FOR _ HEADER ° �� \\ . ............ ....-- ° SIZE aJa N AND COMPACT BARIRIERAPOR \/ D ^J� /\\�\\\/c� L L \//\/ \ _ c \//// / 4 �� %\" ®- a®d (COMPACOIDOTO 9 % MODIFIED SOIL 7 �-P SECTION TI I}�u IUiN OUJ p i� \/ r\/\ \��%. ° \\\\ CRIPPLE j�\//\�/\j PROCTCJR ASTM D1557) // / `\ \\�` \ \ \\\ NOTE: TSTUD YPICAL SEE (1) TUU (TYP.)ER ��\\.�``f�// SEE PLAN SCALE: N.T.S. 3" #5 CONT. /��/\/�/.��j j � HILTI 1/2"U, KWIK BOLT II FLOORPL S NOTE: INSET TRACK _ MIN. CLR. CLEAN POISONED AND COMP. / W/ 6" EMBEDMENT MAY BE 0 #5 REBAR CONT. SEE PLAN SOIL. (COMPACTED TO 95% MODIFIED 8" SEE PLAN 8" USED IN LIEU OF ANCHOR FOR COLUMN FROM OUTSIDE FACE ON 3" CHAIRS TYP. PROCTOR ASTM D1557) BOLTs. SIZE 11 SG D S E C T I O N of BLOCK EXTEND FILLED CELL SEE PLAN CONTRACTOR TO PROVIDE SOIL TF�EATMENT n^ r- 1) SIMPSON HTT5 EACH POST UNLESS NOTED OTHERWISE ON PLAN NOT TO SCALE REINFORCEMENT -TO YF' CI iNTERIOR SEARING l�1ALL � PAD MAT REINFORCING DOCUMENTATION TO INSPECTOR FUR REVIEW. 2 SCALE N.T.S. o LINE OF CONT. STEM ALTERNATE MONO -Eco rlNr P.T. BOT. PLATE WALL FOOTING --� 00 SCALE: N.T.S. o�FN�c 1/2" MIN. PLYWOOD SHEATHING NAILED —__� W/ 8d RINGSHANK NAILS 0 3" O/C BOUNDARIES, 1/2" MIN. PLYWOOD SHEATHING NAILED NOTCH LINTEL WHERE REQUIRED 4" O/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS: _ W/ 8d RINSHANK NAILS @ 3" O/C BOUNDARIES- FOR CONCRETE PLACEMENT * UPLIFT CONNECTIONS REQUIRED _ 2"x 4" SYP #2 SPACED 0 12" O.C. CONT. FOO TING z AT LOAD BEARING WALLS ONLY (1) ROW of BLOCKING FOR WALL 2"x 6" SYP 2 SPACED O 16" O.C. STEEL 4" O/C EDGES, AND 6" O/C FIELD. KNOCK -OUT BLOCK W/ (1) #5 < 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED 0 16" U.C. r 5"I STUD OPTIONS: �{�• 2"x 4" SYP #2 SPACED O 12" O.C. LO,4D E3EARING/EXTERIOR WALLS > e' -s" � & FND ENPLANE EE SC WOOD SIDING TO FINISH 6" FOR FOOTING DEPTH MIN. 1 I 1 (1) ROW OF BLOCKING FUR WALL 2"x 6" SYP #2 SPACED O 16" O.C. ��//♦ 8'-6" (2) ROWS FOR \ 2'x 4" SYP #1 SPACED 0 16" O.C. WALL HEADER DETAIL -i 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR &REINFORCEMENT WALLS > 8'-6" WOOD SIDING TO FINISFi 6" SCALE: N.T.B. ANCHOR BOLT C� 24" O.C. DECORATIVE CEMENT 1/2"0 WEDGE TYPE I W/5" MIN. EMBEDMENT OVER WIRE LATH TYPICAL fi ,4D FOOTING DETAIL ABOVE FINISHED GRADE OR STD. 90' HOOK FOR STEMIWALL FOUNDATION I� JOB NUMBER: 2012 ANCHOR BOLT ©24" O.C. DECORATIVE CEMENT 6X6 W1.4XW1.4 WWF SIMPSON SP4 � EA. STUD W 4" MIN. EMBEDMENT / O #5 CUNT. SCALE: N.T.5. / OVER WIRE LATH I NOPENI LINTEL FILLED W 1 DATE : JUNE 1, 2013 IN OPENINGS GREATER THAN 6'-0" WIDE z 2X P.T. PLATE 6X6 W1.4XW1.4 WWF SIMPSON SP4 0 EA. STUD NOTED ON PLANS. BLOCK WALL BEYOND - EXPANSION JOINT 2X P.T. PLATE OPENING VARI s _ - - ----- - -- - -: ° �_ (D N z DRAWN BY: 1 O.H.D. RECESS ' \�` %\ j 00 U)i (D z4 GRADE FILLED CELL W/ f�5 VERTICAL 4' /\\/ \//\j � \ /7/\/�/� +I��L�L SCALE: hi ¢ z - 6 MIL VAPOR BARRIER r�\/\\/' \/\\/�\�\\/ _ I 4) „1 /2"0 x 6" "J" BOLTS X24" O.C. OR 6 MIL BARRIER /\ \ ` z cn J FILLED CELL W/ (1) #5 VERTICAL �P___ _ ___ ___ ____ �/, \/�\//\_//,\/; N - 1 /2 X 6 WEDGE TYPE ANCHOR //� /� w SHEET NUMBER \\ j\\� u SEE EDN. PLAN FOR LOCATION ° o /% - - ' "'-' - - CLEAN POISONED AND COMP, //\// // w L SOIL. (9J/ MODIFIED PROCTOR r- y \ \ \ w J NT. WOOD TRIM e NOT�:�: ��\`/\\�\\� o PER ASTM D1557) �. �� Q ye` �J� 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. / P `�\�\� I 3" 3 //� // /\�\/ \//\//\ SEE PLAN - MIN. CLR. NOTES: 2"x6" P.T. WOOD JAMB MIN. CLR. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \ \ , S E PLAN _ / \ �\ 1 STEM BETWEEN 24" AND 40" \ \ . /\/ \\ / ON 3" CHAIR #5 REBAR CONT. // // \ \ S &SEAL ON 3" CHAIRS TYP. � SEE PLAN � 3O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. .\\ � /� //\, IN HEIGHT ABOVE GRADE. SEE PLAN O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH V-4"2. FOR STEM WALLS GREATER THAN NOTE: SEE PLAN FOR GARAGE DOOR ' DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT (2) #5 CONT. 40" HIGH- CONSULT ENGINEER ENGINEERED WINDSPEED TYF'iCAL EXTERIOR ER�AME UJ ALL UNLESS NOTED ON FLOOR PLAN. - DOOR AND CONNECTION PER TYPICAL GARAGE IDOOR RECESS GARAGE DOOR MANUFACTURER MONOLITNiC FOOTING SCALE: N.T.S. TYPIC AL FILLED LiNTEL ASSEM5LY SCALE: N.T.S. TYPICAL EXTERIOR FRAME WALL rl 2 TYPICAL �RA.�E 000R A � III t- 1� SCALE: N.T.S. STEM WALL FOOTING-� SCALE: N.T.S. TRACK MOUNTING DETAIL SCALE: N.T.S. 4 ABLE TRUSS SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 O.C. FOR 20'-0" MAX 20'-0" MAX m SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 9 NAIL AC(ERNATE ENDS W/ (2) l6d NAILS. SHEATHING TYPICAL. BACK NAIL AND TOE "X" BRACE SEE DETAIL 'ONTINUOUS OTTOM CORD BRACING 1"X4" MIN. tq 2X6 FASCIA O 2'- 0" DOWNSEt TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED 0 24" (2) 16d TOENAILS MAX O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d TO EACH TRUSS WEB L S (FASTENER SPACING) M E3RACING REQUIREMENTS(5ASED ON HEIGHT VERTICAL WEB SPACING NO (1) 2"x4" (2) 2"x4" "L" BRACE "L' BRACE "L" BRACE (2) 2"x6" "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE — (2) 2"x8" (1) 2"x8" #2 S.P.F. 0 EACH VERTICAL FULL HEIGHT © DIAPHRAGM BLOCKING AND SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 O.C. FOR 20'-0" MAX 20'-0" MAX m SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 9 NAIL AC(ERNATE ENDS W/ (2) l6d NAILS. SHEATHING TYPICAL. BACK NAIL AND TOE "X" BRACE SEE DETAIL 'ONTINUOUS OTTOM CORD BRACING 1"X4" MIN. tq 2X6 FASCIA O 2'- 0" DOWNSEt TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED 0 24" (2) 16d TOENAILS MAX O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d TO EACH TRUSS WEB 2x4 T ON TOP OF PANEL to q) to -_� BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING © �' P4 CO CO g IOdxY 0 4" O/C 4'-0" 0/C MAX FORelm �! SIMPSON META20 OR LTAI� c T;/3 „O, q�j Z of SPACED 024" O.C. FIRSr (4) ROWS OF TRUSSES Z� 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SEE DETAILS. rl BOARD FASTENED WITH 8d COOLER NAILS OR 1 � 1/4" LONG DRYWALL SCREWS COMPLYING WITH �" .� E ;..... ASTM C1002 FOR FIRST 8'-0" FROM END WALL ❑ ❑ BRACING PEA N 0 4" 0/C TYPICAL ----- - �l N❑T T❑ SCALE ©'ANY �RABi@SAISOR uIAURtaR�n 119E � ICYal E15t! PIil1�fE9. a P� N 4 GABLE SECTI❑N t�RaouclloN NOTE: rr IS THE ooNTRACTORs RESPONSI�uTY ro IiE1AEYY - ALL DRAWNGS BEFORE CONSTRl1C110N BEGINS THE N ❑ T T ❑ SCALE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL rI(I f—�I f--lf � f`1F-1f-7�� MITEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY ONT. BEARING SIMPSON META20 OR LTAI2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR - BETiIIEEN FIEIID CONDITIONS, 01HM DESIGN PROFESSIONALS SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x SHOP DRAIWNGS, CONTRACTORS' BIM -DING METHODS, AND SPACED 0 24" o.c. SEE ARCHITECTURAL C TU R A SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL BACK NAIL AND TOE THESE SIGNED AND "JD DRAMTNGS MUST BE BRO W 1 GABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATTENTION OF THE ETrgNET72 OF RECORD PRIOR 10 SHEETS F 0 R ALL 2X6 FASCIA THE COMMENCEMENT OF CONSTRUCTION. NOT TO SCALE INFORMATION REGARDING ,'1'� TMGR« PRIOR SPON MY UOWNSET TOPCHORD OF CABLE NON—STRUCTURAL ISSUES, END TRUER TO RUN 2"x 4" ANY DIMINSOII& IM STRUCTURES art W IS � FOR PROPOSO 0MKaEs 2'- O" OUTLOOK SPACED 0 24" ANY FINISHES, TR I M WO R K , O.C. I SIMPSON H5 © EACH INIMUM 2"x4" CROSS ro Y. THE slRuctuRe tOrNt ON nll PAGES (2) 16d TOENAILS MAX () c �'Y � � GROUP � td07 RESPONSIXE INTO EACH LEDGER. OUTLOOKER BRACING (SEE PLAN FOR EIOSINO SiRUCIURIIL COMPONEWM ETC... SHOWN ON THIS FOR LOCATIONS) To the best of the engineer' knowledge, the SHEET I S FOR REFERENCE TO A LEDGER. (2) 12d pians and specifications he FJ o with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum tequLen:euts of The L'iorida Building 90% OF WEB LENGTH (SEE TABLE) code - xeeidential. (2D10 Mtditlon) 12 P U R P O S E ONLY. (2� 2"x4" DAG. BRACING 2 16d PER JOINT 8 MAX. 5 ACED ® 48'1 0/C. (4) 16d ) Idbult�lanoaifto+ltkm eo��ly section +�" �w" NAILS ®EACH END (TYP (2ptg sdlltoo "L" BRACE W/ 10d @ 4" 0/CABLE TRUSS Plans and opsolftoatlono COWly with the Florida (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. //1/2" CDX PLYWOOD OR 7/16" OSB Widing code, *action WrOb for t" mph wind mons AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. (29W 1114ItlW FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. Me draw to valid for to wxx0* afar the date ATTACHED W/ (2) 16-d TOENAILS 10dX3" @ 3" 0/C THROUGH it to • and esalsd or until the � of CHORD INTO 2"x6" P.T. PLATE the 2 of the Plorlds IJutld Gods h 8 X BRACING DETAIL n" drawitng to slowd arm sealed for "otxuottral - pertlono oaths awing onij. Architectural, viwai 2x4 "T° ON TOP OF PANEL � 51MPSON HGAI 0 Cry 36" O.C. N ❑ T r ❑ SCALE elesaErtoal, or w�wohsnloal Ilo, If oho�w4 are for , F�� ABLE TRUSS NGF Q 4" 0/C "TUD WALL (SEE TYP. SEC.) thio 0"1,erenoe �� and arra not oovw under BLOCKING, WITH SIMPSON SP4 0 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMENTS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG $ DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE $IM FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL S GABLE SECTI❑N ---- N❑T TO SCALE PRE-ENGINEERED WOOD TRUSSES AT LEAST ONE TRUSS OVERLAP 2"x L- BRACE (2)2"x 4" [DIAC40NAL E3RAGINCz SPACE ATTACHED UJ/ Ind NAILS - ATTACHED UJ/ (5) ad NAILS 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HGA10 STUDS 16" O.C. CUNT. BEARING (TYP.) SIMPSON SP4 r;ABLE TFU55 LUEB ® EACH STUD 9 GABLE END DIAG: ATTACHMENT 2 GABLE END DETAIL. — FRAME MINIMUM (2)12d PER JOINT NOT -r0 SCALE 2Q NOT TO SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL,_ NET TO SCALE WOOD HEADER AS PER STRUCTURAL_ PLANS L S (FASTENER SPACING) O�v "L" BRACE W/ 10d CD 4" O.C. NOTE: 16" O.C. 90% OFC WEB LENGTH (SEELTABLE) 2'-0" < L <= 4'-0" 16" O.C. 12 4'-0" < L <- 6'-0" 1 G p fo 11�4 - (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, (2) 2"x4" DIAG. BRACING v Cl - I CO to � 8 MAX. EICO TEXTRON FEMALE PANELMATE -- I rA co � U ND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. SPACEDo/C. (4) 16d NAILS 0 EACH END (TYP) C� PLYWOOD WAI I rA a3 U 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH SCHEDULE FOR SPACING w w WHICH ARE LESS TI -IAN 96" IN WIDTH. PRE -DRILL PANELS TO vi m 10dx3" NAILS © 4" O/C. ABLE TRUSS P-4 2x4 PANEL BLOCKING @ 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB RECEIVE 2 1/2" LONG 48 SHEET METAL SCREWS AS PER FBC I ru �td - _ FOR THE FIRST 8'-0" OF END WALLif SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. 0to M 28 E- CEMENTITIOUS OR OTHER C', �OD � FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD _ ATTACHED W/ (2) 16-d TOENAILS SECTION 1606.1.4 AND TABLE 1606.1 .4. SEE UPLIFT SCHEDULE FOR STRAPPIN 10dX3" 3" 0/C THROUGH CORNER JACK CHORD INTO 2"x6" P.T. PLATE rel o k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING 2x4 T ON TOP OF PANEL to q) to -_� BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING © �' P4 CO CO g IOdxY 0 4" O/C 4'-0" 0/C MAX FORelm �! SIMPSON META20 OR LTAI� c T;/3 „O, q�j Z of SPACED 024" O.C. FIRSr (4) ROWS OF TRUSSES Z� 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SEE DETAILS. rl BOARD FASTENED WITH 8d COOLER NAILS OR 1 � 1/4" LONG DRYWALL SCREWS COMPLYING WITH �" .� E ;..... ASTM C1002 FOR FIRST 8'-0" FROM END WALL ❑ ❑ BRACING PEA N 0 4" 0/C TYPICAL ----- - �l N❑T T❑ SCALE ©'ANY �RABi@SAISOR uIAURtaR�n 119E � ICYal E15t! PIil1�fE9. a P� N 4 GABLE SECTI❑N t�RaouclloN NOTE: rr IS THE ooNTRACTORs RESPONSI�uTY ro IiE1AEYY - ALL DRAWNGS BEFORE CONSTRl1C110N BEGINS THE N ❑ T T ❑ SCALE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL rI(I f—�I f--lf � f`1F-1f-7�� MITEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY ONT. BEARING SIMPSON META20 OR LTAI2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR - BETiIIEEN FIEIID CONDITIONS, 01HM DESIGN PROFESSIONALS SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x SHOP DRAIWNGS, CONTRACTORS' BIM -DING METHODS, AND SPACED 0 24" o.c. SEE ARCHITECTURAL C TU R A SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL BACK NAIL AND TOE THESE SIGNED AND "JD DRAMTNGS MUST BE BRO W 1 GABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATTENTION OF THE ETrgNET72 OF RECORD PRIOR 10 SHEETS F 0 R ALL 2X6 FASCIA THE COMMENCEMENT OF CONSTRUCTION. NOT TO SCALE INFORMATION REGARDING ,'1'� TMGR« PRIOR SPON MY UOWNSET TOPCHORD OF CABLE NON—STRUCTURAL ISSUES, END TRUER TO RUN 2"x 4" ANY DIMINSOII& IM STRUCTURES art W IS � FOR PROPOSO 0MKaEs 2'- O" OUTLOOK SPACED 0 24" ANY FINISHES, TR I M WO R K , O.C. I SIMPSON H5 © EACH INIMUM 2"x4" CROSS ro Y. THE slRuctuRe tOrNt ON nll PAGES (2) 16d TOENAILS MAX () c �'Y � � GROUP � td07 RESPONSIXE INTO EACH LEDGER. OUTLOOKER BRACING (SEE PLAN FOR EIOSINO SiRUCIURIIL COMPONEWM ETC... SHOWN ON THIS FOR LOCATIONS) To the best of the engineer' knowledge, the SHEET I S FOR REFERENCE TO A LEDGER. (2) 12d pians and specifications he FJ o with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum tequLen:euts of The L'iorida Building 90% OF WEB LENGTH (SEE TABLE) code - xeeidential. (2D10 Mtditlon) 12 P U R P O S E ONLY. (2� 2"x4" DAG. BRACING 2 16d PER JOINT 8 MAX. 5 ACED ® 48'1 0/C. (4) 16d ) Idbult�lanoaifto+ltkm eo��ly section +�" �w" NAILS ®EACH END (TYP (2ptg sdlltoo "L" BRACE W/ 10d @ 4" 0/CABLE TRUSS Plans and opsolftoatlono COWly with the Florida (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. //1/2" CDX PLYWOOD OR 7/16" OSB Widing code, *action WrOb for t" mph wind mons AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. (29W 1114ItlW FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. Me draw to valid for to wxx0* afar the date ATTACHED W/ (2) 16-d TOENAILS 10dX3" @ 3" 0/C THROUGH it to • and esalsd or until the � of CHORD INTO 2"x6" P.T. PLATE the 2 of the Plorlds IJutld Gods h 8 X BRACING DETAIL n" drawitng to slowd arm sealed for "otxuottral - pertlono oaths awing onij. Architectural, viwai 2x4 "T° ON TOP OF PANEL � 51MPSON HGAI 0 Cry 36" O.C. N ❑ T r ❑ SCALE elesaErtoal, or w�wohsnloal Ilo, If oho�w4 are for , F�� ABLE TRUSS NGF Q 4" 0/C "TUD WALL (SEE TYP. SEC.) thio 0"1,erenoe �� and arra not oovw under BLOCKING, WITH SIMPSON SP4 0 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMENTS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG $ DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE $IM FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL S GABLE SECTI❑N ---- N❑T TO SCALE PRE-ENGINEERED WOOD TRUSSES AT LEAST ONE TRUSS OVERLAP 2"x L- BRACE (2)2"x 4" [DIAC40NAL E3RAGINCz SPACE ATTACHED UJ/ Ind NAILS - ATTACHED UJ/ (5) ad NAILS 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HGA10 STUDS 16" O.C. CUNT. BEARING (TYP.) SIMPSON SP4 r;ABLE TFU55 LUEB ® EACH STUD 9 GABLE END DIAG: ATTACHMENT 2 GABLE END DETAIL. — FRAME MINIMUM (2)12d PER JOINT NOT -r0 SCALE 2Q NOT TO SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL,_ NET TO SCALE WOOD HEADER AS PER STRUCTURAL_ PLANS L S (FASTENER SPACING) O�v L <= 2'-0" 16" O.C. 7/16" MIN. 2'-0" < L <= 4'-0" 16" O.C. PANELS TO PROTECT WIN -DOW / DOOR OPENINGS AGAINST 4'-0" < L <- 6'-0" 1 G p fo 11�4 7/16" MIN. 6'-0" < L <= 8'-0" v Cl - I CO to � O EICO TEXTRON FEMALE PANELMATE -- I rA co � U FACE OF MASONRY OR PANELS TO BE CU I• TO P.ROTECT STOREFRONT WINDOWS C� PLYWOOD WAI I rA a3 U HIP GIRDER SCHEDULE FOR SPACING w w WHICH ARE LESS TI -IAN 96" IN WIDTH. PRE -DRILL PANELS TO 2x4 T ON TOP OF PANEL to q) to -_� BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING © �' P4 CO CO g IOdxY 0 4" O/C 4'-0" 0/C MAX FORelm �! SIMPSON META20 OR LTAI� c T;/3 „O, q�j Z of SPACED 024" O.C. FIRSr (4) ROWS OF TRUSSES Z� 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SEE DETAILS. rl BOARD FASTENED WITH 8d COOLER NAILS OR 1 � 1/4" LONG DRYWALL SCREWS COMPLYING WITH �" .� E ;..... ASTM C1002 FOR FIRST 8'-0" FROM END WALL ❑ ❑ BRACING PEA N 0 4" 0/C TYPICAL ----- - �l N❑T T❑ SCALE ©'ANY �RABi@SAISOR uIAURtaR�n 119E � ICYal E15t! PIil1�fE9. a P� N 4 GABLE SECTI❑N t�RaouclloN NOTE: rr IS THE ooNTRACTORs RESPONSI�uTY ro IiE1AEYY - ALL DRAWNGS BEFORE CONSTRl1C110N BEGINS THE N ❑ T T ❑ SCALE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL rI(I f—�I f--lf � f`1F-1f-7�� MITEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY ONT. BEARING SIMPSON META20 OR LTAI2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR - BETiIIEEN FIEIID CONDITIONS, 01HM DESIGN PROFESSIONALS SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x SHOP DRAIWNGS, CONTRACTORS' BIM -DING METHODS, AND SPACED 0 24" o.c. SEE ARCHITECTURAL C TU R A SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL BACK NAIL AND TOE THESE SIGNED AND "JD DRAMTNGS MUST BE BRO W 1 GABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATTENTION OF THE ETrgNET72 OF RECORD PRIOR 10 SHEETS F 0 R ALL 2X6 FASCIA THE COMMENCEMENT OF CONSTRUCTION. NOT TO SCALE INFORMATION REGARDING ,'1'� TMGR« PRIOR SPON MY UOWNSET TOPCHORD OF CABLE NON—STRUCTURAL ISSUES, END TRUER TO RUN 2"x 4" ANY DIMINSOII& IM STRUCTURES art W IS � FOR PROPOSO 0MKaEs 2'- O" OUTLOOK SPACED 0 24" ANY FINISHES, TR I M WO R K , O.C. I SIMPSON H5 © EACH INIMUM 2"x4" CROSS ro Y. THE slRuctuRe tOrNt ON nll PAGES (2) 16d TOENAILS MAX () c �'Y � � GROUP � td07 RESPONSIXE INTO EACH LEDGER. OUTLOOKER BRACING (SEE PLAN FOR EIOSINO SiRUCIURIIL COMPONEWM ETC... SHOWN ON THIS FOR LOCATIONS) To the best of the engineer' knowledge, the SHEET I S FOR REFERENCE TO A LEDGER. (2) 12d pians and specifications he FJ o with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum tequLen:euts of The L'iorida Building 90% OF WEB LENGTH (SEE TABLE) code - xeeidential. (2D10 Mtditlon) 12 P U R P O S E ONLY. (2� 2"x4" DAG. BRACING 2 16d PER JOINT 8 MAX. 5 ACED ® 48'1 0/C. (4) 16d ) Idbult�lanoaifto+ltkm eo��ly section +�" �w" NAILS ®EACH END (TYP (2ptg sdlltoo "L" BRACE W/ 10d @ 4" 0/CABLE TRUSS Plans and opsolftoatlono COWly with the Florida (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. //1/2" CDX PLYWOOD OR 7/16" OSB Widing code, *action WrOb for t" mph wind mons AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. (29W 1114ItlW FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. Me draw to valid for to wxx0* afar the date ATTACHED W/ (2) 16-d TOENAILS 10dX3" @ 3" 0/C THROUGH it to • and esalsd or until the � of CHORD INTO 2"x6" P.T. PLATE the 2 of the Plorlds IJutld Gods h 8 X BRACING DETAIL n" drawitng to slowd arm sealed for "otxuottral - pertlono oaths awing onij. Architectural, viwai 2x4 "T° ON TOP OF PANEL � 51MPSON HGAI 0 Cry 36" O.C. N ❑ T r ❑ SCALE elesaErtoal, or w�wohsnloal Ilo, If oho�w4 are for , F�� ABLE TRUSS NGF Q 4" 0/C "TUD WALL (SEE TYP. SEC.) thio 0"1,erenoe �� and arra not oovw under BLOCKING, WITH SIMPSON SP4 0 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMENTS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG $ DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE $IM FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL S GABLE SECTI❑N ---- N❑T TO SCALE PRE-ENGINEERED WOOD TRUSSES AT LEAST ONE TRUSS OVERLAP 2"x L- BRACE (2)2"x 4" [DIAC40NAL E3RAGINCz SPACE ATTACHED UJ/ Ind NAILS - ATTACHED UJ/ (5) ad NAILS 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HGA10 STUDS 16" O.C. CUNT. BEARING (TYP.) SIMPSON SP4 r;ABLE TFU55 LUEB ® EACH STUD 9 GABLE END DIAG: ATTACHMENT 2 GABLE END DETAIL. — FRAME MINIMUM (2)12d PER JOINT NOT -r0 SCALE 2Q NOT TO SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL,_ NET TO SCALE WOOD HEADER AS PER STRUCTURAL_ PLANS L S (FASTENER SPACING) O�v L <= 2'-0" 16" O.C. 7/16" MIN. 2'-0" < L <= 4'-0" 16" O.C. PANELS TO PROTECT WIN -DOW / DOOR OPENINGS AGAINST 4'-0" < L <- 6'-0" 1 G p fo 11�4 7/16" MIN. 6'-0" < L <= 8'-0" 9" O.C. CO to � O EICO TEXTRON FEMALE PANELMATE -- I rA co � U FACE OF MASONRY OR PANELS TO BE CU I• TO P.ROTECT STOREFRONT WINDOWS C� PLYWOOD WAI I rA a3 U HIP GIRDER SCHEDULE FOR SPACING w w WHICH ARE LESS TI -IAN 96" IN WIDTH. PRE -DRILL PANELS TO vi m P-4 RECEIVE 2 1/2" LONG 48 SHEET METAL SCREWS AS PER FBC celOCq ru �td 0to M 28 E- CEMENTITIOUS OR OTHER C', �OD � 2x4 T ON TOP OF PANEL to q) to -_� BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING © �' P4 CO CO g IOdxY 0 4" O/C 4'-0" 0/C MAX FORelm �! SIMPSON META20 OR LTAI� c T;/3 „O, q�j Z of SPACED 024" O.C. FIRSr (4) ROWS OF TRUSSES Z� 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SEE DETAILS. rl BOARD FASTENED WITH 8d COOLER NAILS OR 1 � 1/4" LONG DRYWALL SCREWS COMPLYING WITH �" .� E ;..... ASTM C1002 FOR FIRST 8'-0" FROM END WALL ❑ ❑ BRACING PEA N 0 4" 0/C TYPICAL ----- - �l N❑T T❑ SCALE ©'ANY �RABi@SAISOR uIAURtaR�n 119E � ICYal E15t! PIil1�fE9. a P� N 4 GABLE SECTI❑N t�RaouclloN NOTE: rr IS THE ooNTRACTORs RESPONSI�uTY ro IiE1AEYY - ALL DRAWNGS BEFORE CONSTRl1C110N BEGINS THE N ❑ T T ❑ SCALE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL rI(I f—�I f--lf � f`1F-1f-7�� MITEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY ONT. BEARING SIMPSON META20 OR LTAI2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR - BETiIIEEN FIEIID CONDITIONS, 01HM DESIGN PROFESSIONALS SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x SHOP DRAIWNGS, CONTRACTORS' BIM -DING METHODS, AND SPACED 0 24" o.c. SEE ARCHITECTURAL C TU R A SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL BACK NAIL AND TOE THESE SIGNED AND "JD DRAMTNGS MUST BE BRO W 1 GABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATTENTION OF THE ETrgNET72 OF RECORD PRIOR 10 SHEETS F 0 R ALL 2X6 FASCIA THE COMMENCEMENT OF CONSTRUCTION. NOT TO SCALE INFORMATION REGARDING ,'1'� TMGR« PRIOR SPON MY UOWNSET TOPCHORD OF CABLE NON—STRUCTURAL ISSUES, END TRUER TO RUN 2"x 4" ANY DIMINSOII& IM STRUCTURES art W IS � FOR PROPOSO 0MKaEs 2'- O" OUTLOOK SPACED 0 24" ANY FINISHES, TR I M WO R K , O.C. I SIMPSON H5 © EACH INIMUM 2"x4" CROSS ro Y. THE slRuctuRe tOrNt ON nll PAGES (2) 16d TOENAILS MAX () c �'Y � � GROUP � td07 RESPONSIXE INTO EACH LEDGER. OUTLOOKER BRACING (SEE PLAN FOR EIOSINO SiRUCIURIIL COMPONEWM ETC... SHOWN ON THIS FOR LOCATIONS) To the best of the engineer' knowledge, the SHEET I S FOR REFERENCE TO A LEDGER. (2) 12d pians and specifications he FJ o with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum tequLen:euts of The L'iorida Building 90% OF WEB LENGTH (SEE TABLE) code - xeeidential. (2D10 Mtditlon) 12 P U R P O S E ONLY. (2� 2"x4" DAG. BRACING 2 16d PER JOINT 8 MAX. 5 ACED ® 48'1 0/C. (4) 16d ) Idbult�lanoaifto+ltkm eo��ly section +�" �w" NAILS ®EACH END (TYP (2ptg sdlltoo "L" BRACE W/ 10d @ 4" 0/CABLE TRUSS Plans and opsolftoatlono COWly with the Florida (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. //1/2" CDX PLYWOOD OR 7/16" OSB Widing code, *action WrOb for t" mph wind mons AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. (29W 1114ItlW FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. Me draw to valid for to wxx0* afar the date ATTACHED W/ (2) 16-d TOENAILS 10dX3" @ 3" 0/C THROUGH it to • and esalsd or until the � of CHORD INTO 2"x6" P.T. PLATE the 2 of the Plorlds IJutld Gods h 8 X BRACING DETAIL n" drawitng to slowd arm sealed for "otxuottral - pertlono oaths awing onij. Architectural, viwai 2x4 "T° ON TOP OF PANEL � 51MPSON HGAI 0 Cry 36" O.C. N ❑ T r ❑ SCALE elesaErtoal, or w�wohsnloal Ilo, If oho�w4 are for , F�� ABLE TRUSS NGF Q 4" 0/C "TUD WALL (SEE TYP. SEC.) thio 0"1,erenoe �� and arra not oovw under BLOCKING, WITH SIMPSON SP4 0 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMENTS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG $ DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE $IM FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL S GABLE SECTI❑N ---- N❑T TO SCALE PRE-ENGINEERED WOOD TRUSSES AT LEAST ONE TRUSS OVERLAP 2"x L- BRACE (2)2"x 4" [DIAC40NAL E3RAGINCz SPACE ATTACHED UJ/ Ind NAILS - ATTACHED UJ/ (5) ad NAILS 4" O/C TYPICAL DBL. TOP PLATE SIMPSON HGA10 STUDS 16" O.C. CUNT. BEARING (TYP.) SIMPSON SP4 r;ABLE TFU55 LUEB ® EACH STUD 9 GABLE END DIAG: ATTACHMENT 2 GABLE END DETAIL. — FRAME MINIMUM (2)12d PER JOINT NOT -r0 SCALE 2Q NOT TO SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL,_ NET TO SCALE WOOD HEADER AS PER STRUCTURAL_ PLANS QLAM ® KYWOOD PROTECTION PANEL SCHEMAJ L - GREATER VALUE OF LI OR L2 , S - FASTENER SPACING L S (FASTENER SPACING) CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L <= 2'-0" 16" O.C. 7/16" MIN. 2'-0" < L <= 4'-0" 16" O.C. PANELS TO PROTECT WIN -DOW / DOOR OPENINGS AGAINST 4'-0" < L <- 6'-0" 12" O.C. 7/16" MIN. 6'-0" < L <= 8'-0" 9" O.C. MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. EICO TEXTRON FEMALE PANELMATE -- FACE OF MASONRY OR PANELS TO BE CU I• TO P.ROTECT STOREFRONT WINDOWS ANCHOR W/ 1-s" MIN. EMBEDMENT SEE PLYWOOD WAI I HIP GIRDER SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS TI -IAN 96" IN WIDTH. PRE -DRILL PANELS TO RECEIVE 2 1/2" LONG 48 SHEET METAL SCREWS AS PER FBC CEMENTITIOUS OR OTHER � HNISH SECTION 1606.1.4 AND TABLE 1606.1 .4. SEE UPLIFT SCHEDULE FOR STRAPPIN CORNER JACK rel o k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND ,� ;•+-z' /4-20 SCREW W/�- BOURNE DEBRIS ZONES AS PER FBC, 2010. WASHER PLYWOOD PANEL - SEE o TIMBER OR SCHEDULE FOR MIN. a MASONRY OPENING THICKNESS EDGE OF PLYWOOD PANEL m ri1 TYPICAL FASTENER `,� ,� ATTACHUENT 9GN E RiS QLAM ® KYWOOD PROTECTION PANEL SCHEMAJ L - GREATER VALUE OF LI OR L2 , S - FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'-0" 16" O.C. 7/16" MIN. 2'-0" < L <= 4'-0" 16" O.C. 7/16" MIN. 4'-0" < L <- 6'-0" 12" O.C. 7/16" MIN. 6'-0" < L <= 8'-0" 9" O.C. 7/16" MIN. 2' MIN. Ql� SIMPS ETA12 0 EACII END JACK TY ,PLYWOOD PANEI - TYP ( 1 EL CO TEXTRON FEMALE LINE OF WALL OPENING (1) SIMPSON ETA20 (9 HIP JACK PANELMATE ANCHORS W/ \ 1-3/4" MIN. EMBED NOTES: 1. ALL PANELS SHALL BE PRE—CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ❑UBLE TOP PLATE 0 0 Q 7„ 0 MINIMUM PLYWOOD / ❑SB SHEATHING. ATTACH SHEETS IN STAGGERED Q PATTERN STARTING FROM CORNER OF WALL, JOB NUMBER: DATE: DRAWN BY: ATTACH PLYW❑❑D SCALE: SHEATHING W/ Od SHEET NUMBER RINGSHANK NAILS R 3 O " O.C, �� PERIMETER, 4" ,C EDGES AND 6" ❑ C FIELD, SIGN &SEAL GLE PJ, BOTTOM ATE. SEE TYP. WALL -TION FOR Ls -1 SPACING SEE3 HIP R❑❑F FRAMING 10 WALL SHEATHING A -r-1 ACHMENT ATTACHMENT - ---- -- NOT r❑ SCALE N❑ r TO SCALE NTS - 3 Il i, Window and door open re(Iuire debl'iS impact protection as her Chapter 16 oi'the F� BC, 2010 Edition. Proteetioti Can be m provided through exte1-11,11 panels (shown here), pre-engineered shutters (by others) or impact rated windows/doors (by others) UC f I f SIN � PLPC SEC ❑UBLE TOP PLATE 0 0 Q 7„ 0 MINIMUM PLYWOOD / ❑SB SHEATHING. ATTACH SHEETS IN STAGGERED Q PATTERN STARTING FROM CORNER OF WALL, JOB NUMBER: DATE: DRAWN BY: ATTACH PLYW❑❑D SCALE: SHEATHING W/ Od SHEET NUMBER RINGSHANK NAILS R 3 O " O.C, �� PERIMETER, 4" ,C EDGES AND 6" ❑ C FIELD, SIGN &SEAL GLE PJ, BOTTOM ATE. SEE TYP. WALL -TION FOR Ls -1 SPACING SEE3 HIP R❑❑F FRAMING 10 WALL SHEATHING A -r-1 ACHMENT ATTACHMENT - ---- -- NOT r❑ SCALE N❑ r TO SCALE NTS - 3 Il i, Window and door open re(Iuire debl'iS impact protection as her Chapter 16 oi'the F� BC, 2010 Edition. Proteetioti Can be m provided through exte1-11,11 panels (shown here), pre-engineered shutters (by others) or impact rated windows/doors (by others) Ls -1 SPACING SEE3 HIP R❑❑F FRAMING 10 WALL SHEATHING A -r-1 ACHMENT ATTACHMENT - ---- -- NOT r❑ SCALE N❑ r TO SCALE NTS - 3 Il i, Window and door open re(Iuire debl'iS impact protection as her Chapter 16 oi'the F� BC, 2010 Edition. Proteetioti Can be m provided through exte1-11,11 panels (shown here), pre-engineered shutters (by others) or impact rated windows/doors (by others) FIRE RATED SHEATHING (48" BEYOND EACH WALL) FIREWALL CLASSIFICATION (2 HOURI - MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 NON -LOAD BEARING TENANT FIRE WALL LA�SECTION-2-HOUR RATED \ - /SCALE: N.T.S. FIRE RATED SHEATHING (48" BEYOND FIREWALL FACE) TRUSS (6) 2'-0" O.C. TYP. - R30 BATT INSUL 2"x 4" WOOD FRAME KNEEWALL CEILING BOARD W/ (2) 8"TYPE X GYPSUM (2) COURSES OF LAYERS EACH FACE. K.O. BLOCK W/ (1) #5 CONT. INSTALL AS PER UL U308 (2 HOUR) FIREWALL CLASSIFICATION (2 HOUR)- (1) 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 i/2" 0 THRU- BOLTS GYPSUM KNEEWALL; UL U306 AT 32" O.C. & STAGGERED (�AALOAD BEARING TENANT SEPERATION STUCCO & PAINT BLOCK AT INSIDE OF GARAGE AREA 4" THICK 2500 PSI GONG. SLAB w/ 6x 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT STD. 90' HOOK (SEE DETAIL) SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON ® - 6" 0/C EDGES AND 12" 0/C FIELD SEE PLAN FLOOR SYSTEM SEE FRAMING PLAN j\ FOR MORE INFORMATION 1/2" CO GYP. (TYP) GAP TYP. 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 5/8"� X G" ANCHOR BOLTS (OR THRU BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE FIREWALL CLASSIFICATION (2 HOUR) MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 - K.O. BLOCK W/ (1) #5 CONT. IN EACH LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 5/8" STUCCO WALL FINISH 8" C.M.U. MASONRY WALL SEE PLANS FOR REINFORCEMENT LOCATION AND SPECIFICATIONS ELEVATION 0'-0" ASSUMED g" FINISHED FLOOR GRADE MIN. 12" MIN. q J 0. w w SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 4 1/4" 3 1/2'. NUT AND 2"c WASHER TYP. 2-2 X 12 S.Y.P. n a 12 PLANS R30 BLOWN INSUL FLAT LIVING CLO. AREAS & R30 BATT INSUL 0 VAULTED CLG. AREAS - 1/2" GYP WB K2b. COURSES WOF IN EACH / (1) #5 CONT. 3/4"STRUCTURAL SHEATHING GLUED AND NAILED W/ 8d COMMON 0 - 6" 0/C EDGES AND 12" 0/C FIELD FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) GAP" TYP. 2-2x12 LEDGER W/ 2 ROWS OF 5/8' DIA.x6' ANCHOR BOLTS AT 16" O.C. & STAGGERED 1/2 GYP. BD. DRYWALL OVER 3%4" RIGID INSULATION STRIPS 4" THICK 3000 PSI GONG. SLAB w/ 6x 6 WI.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT CONCRETE ROOF TILES OR SHINGLES 2 -STAGGERED ROWS OF 5/8"� X 6" ANCHOR BOLTS (OR EXP. BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE W/ FLOOR TRUSSES) (2) COURSES OF N EACHBLOCK W/ (1) #5 CONT. PRE=ENGINEERED WOOD TRUSSES w/2X4 TOP CHORD AT 24" U.C. PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 15 LB ROOFING FEL -r ,(SHINGLES SHINGLE ROOF SYSTEM TI E ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING SHEATHING FASTENED TO 'TRUSSES FASTENED TO 'TRUSSES WITH 8d WITH Sd RINGSHANK NAILS CW RINGSHANK NAILS 0 4"O/C 4"O/C BOUNDARIES, 6" O/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" & 8" 0/C FIELD 0/C FIELD SIMPSON ME"fA'LO U.N.O TRUSS w/ METAL PLATE UNDER EACH TRUSS _i� TOP OF LINTEL ELEV. :IEE ARCTIITEC'fURALS SEE ARCHITECTURALS FASCIA 'TYPE NU`T� AND 2" w WASHER TYP. 2-2 X 12 S.Y.P. �t 3 1/2" 4 1/4" Al FBC-201.0 .INCLUSIVE OF ASCE 7-10 WIND PROVISIONS .FOR A NOMINAL DESIGN 3 -SECOND GUST OF "139 MPH (VULT) OR 107.7 MI'I-1(VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET T'HE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN 1/2" GYP. ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY It IN AN EXPOSURE C AREA WITH A MEAN .ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY T'HE LOCAL JURISDICTION. �-fUP PLATE USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD.IiAS BEEN USED TO DEVELOP WIND PRESSURES. N2 �xv 2x4's @ 16" O.C. DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed SEE PLAN BOT. PLATE Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec, Gust R30 BATT wsUL Wind Area 5 CEILING BOARD (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS SQ FT + - ((1 2x8 PT LEDGER W/ 2 ROWS OF 1 /2% 'rHRU- BOLTS AT 32" O.C. & STAGGERED SQ FT FIREWALL CLASSIFICATION (2 HOURI - MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 NON -LOAD BEARING TENANT FIRE WALL LA�SECTION-2-HOUR RATED \ - /SCALE: N.T.S. FIRE RATED SHEATHING (48" BEYOND FIREWALL FACE) TRUSS (6) 2'-0" O.C. TYP. - R30 BATT INSUL 2"x 4" WOOD FRAME KNEEWALL CEILING BOARD W/ (2) 8"TYPE X GYPSUM (2) COURSES OF LAYERS EACH FACE. K.O. BLOCK W/ (1) #5 CONT. INSTALL AS PER UL U308 (2 HOUR) FIREWALL CLASSIFICATION (2 HOUR)- (1) 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 i/2" 0 THRU- BOLTS GYPSUM KNEEWALL; UL U306 AT 32" O.C. & STAGGERED (�AALOAD BEARING TENANT SEPERATION STUCCO & PAINT BLOCK AT INSIDE OF GARAGE AREA 4" THICK 2500 PSI GONG. SLAB w/ 6x 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT STD. 90' HOOK (SEE DETAIL) SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON ® - 6" 0/C EDGES AND 12" 0/C FIELD SEE PLAN FLOOR SYSTEM SEE FRAMING PLAN j\ FOR MORE INFORMATION 1/2" CO GYP. (TYP) GAP TYP. 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 5/8"� X G" ANCHOR BOLTS (OR THRU BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE FIREWALL CLASSIFICATION (2 HOUR) MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 - K.O. BLOCK W/ (1) #5 CONT. IN EACH LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 5/8" STUCCO WALL FINISH 8" C.M.U. MASONRY WALL SEE PLANS FOR REINFORCEMENT LOCATION AND SPECIFICATIONS ELEVATION 0'-0" ASSUMED g" FINISHED FLOOR GRADE MIN. 12" MIN. q J 0. w w SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 4 1/4" 3 1/2'. NUT AND 2"c WASHER TYP. 2-2 X 12 S.Y.P. n a 12 PLANS R30 BLOWN INSUL FLAT LIVING CLO. AREAS & R30 BATT INSUL 0 VAULTED CLG. AREAS - 1/2" GYP WB K2b. COURSES WOF IN EACH / (1) #5 CONT. 3/4"STRUCTURAL SHEATHING GLUED AND NAILED W/ 8d COMMON 0 - 6" 0/C EDGES AND 12" 0/C FIELD FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) GAP" TYP. 2-2x12 LEDGER W/ 2 ROWS OF 5/8' DIA.x6' ANCHOR BOLTS AT 16" O.C. & STAGGERED 1/2 GYP. BD. DRYWALL OVER 3%4" RIGID INSULATION STRIPS 4" THICK 3000 PSI GONG. SLAB w/ 6x 6 WI.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT CONCRETE ROOF TILES OR SHINGLES 2 -STAGGERED ROWS OF 5/8"� X 6" ANCHOR BOLTS (OR EXP. BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE W/ FLOOR TRUSSES) (2) COURSES OF N EACHBLOCK W/ (1) #5 CONT. PRE=ENGINEERED WOOD TRUSSES w/2X4 TOP CHORD AT 24" U.C. PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 15 LB ROOFING FEL -r ,(SHINGLES SHINGLE ROOF SYSTEM TI E ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING SHEATHING FASTENED TO 'TRUSSES FASTENED TO 'TRUSSES WITH 8d WITH Sd RINGSHANK NAILS CW RINGSHANK NAILS 0 4"O/C 4"O/C BOUNDARIES, 6" O/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" & 8" 0/C FIELD 0/C FIELD SIMPSON ME"fA'LO U.N.O TRUSS w/ METAL PLATE UNDER EACH TRUSS _i� TOP OF LINTEL ELEV. :IEE ARCTIITEC'fURALS SEE ARCHITECTURALS FASCIA 'TYPE NU`T� AND 2" w WASHER TYP. 2-2 X 12 S.Y.P. �t 3 1/2" 4 1/4" Al 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG's DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH 11 JLtj ASSUMED ELEVATIO W-0" c GRADE FINISHED FLOOR D All v - \\ \\ \\ D FINISH GRADE SEE P AN MIN. MIN. SEE PLAN 4" SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. TYPICAL 2 -STORY WALL SECTION SCALE: N.T.S CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING Cc9 16" 0/C 3 1/4" BASEBOARD-;--__-----SEE (1) #5 VERTI. IN FILL CELLS FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL 6 A ELEV 0'-0" i 'FOP OF SLAB LU 6 MIL VISQUEEN CLEAN COMPACTED FILLI I II I_I 1-f�1 SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALL B�i B� STUD OPTIONS: 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 2"x 4" SYP #1 SPACED @ 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HTS 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PrS FOR WALL HT > 8'-6" R11 INSULATION 0 EXT. WALLS SIMPSON SPI 0 EA. STUD 2X P.T. PLATE SCALE: N.T.S SHEAR WALLS ONLY -1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, 6" O/C EDGES, AND 6" 0/C FIELD. 1/2" 4 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR @ 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE \ x6 W1.4xW1.4 WWF OR FIBERMESH D P / \\ P rl \ W Cn 8" SEE PLAN 8" #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D'1557) NOT TO SCALE WD. CAP FBC-201.0 .INCLUSIVE OF ASCE 7-10 WIND PROVISIONS .FOR A NOMINAL DESIGN 3 -SECOND GUST OF "139 MPH (VULT) OR 107.7 MI'I-1(VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET T'HE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN 1/2" GYP. ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY It IN AN EXPOSURE C AREA WITH A MEAN .ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY T'HE LOCAL JURISDICTION. �-fUP PLATE USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD.IiAS BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS, DOORS) COMPONENTS DESIGN WIND PRESSURES 2x4's @ 16" O.C. DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed SEE PLAN BOT. PLATE Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec, Gust PLYWD. FLOORING - Wind Area 5 Wind Area (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS SQ FT + - \ SQ FT TOP RAILING - 10 30.5 2 -ROWS 16d NAILS STAGGERED 0 -•�_ 30.5 40.7 J 16" 0/C EACH FACE OR 3 -ROWS 1x- BALUSTERS 0 31.620 16d NAILS STAGGERED (9 16" O/C FOR 2"x10" OR GREATER HEADER 3 1 38.1 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG's DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH 11 JLtj ASSUMED ELEVATIO W-0" c GRADE FINISHED FLOOR D All v - \\ \\ \\ D FINISH GRADE SEE P AN MIN. MIN. SEE PLAN 4" SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. TYPICAL 2 -STORY WALL SECTION SCALE: N.T.S CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING Cc9 16" 0/C 3 1/4" BASEBOARD-;--__-----SEE (1) #5 VERTI. IN FILL CELLS FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL 6 A ELEV 0'-0" i 'FOP OF SLAB LU 6 MIL VISQUEEN CLEAN COMPACTED FILLI I II I_I 1-f�1 SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALL B�i B� STUD OPTIONS: 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 2"x 4" SYP #1 SPACED @ 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HTS 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PrS FOR WALL HT > 8'-6" R11 INSULATION 0 EXT. WALLS SIMPSON SPI 0 EA. STUD 2X P.T. PLATE SCALE: N.T.S SHEAR WALLS ONLY -1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, 6" O/C EDGES, AND 6" 0/C FIELD. 1/2" 4 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR @ 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE \ x6 W1.4xW1.4 WWF OR FIBERMESH D P / \\ P rl \ W Cn 8" SEE PLAN 8" #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D'1557) NOT TO SCALE WD. CAP FBC-201.0 .INCLUSIVE OF ASCE 7-10 WIND PROVISIONS .FOR A NOMINAL DESIGN 3 -SECOND GUST OF "139 MPH (VULT) OR 107.7 MI'I-1(VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET T'HE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN 1/2" GYP. ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY It IN AN EXPOSURE C AREA WITH A MEAN .ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY T'HE LOCAL JURISDICTION. �-fUP PLATE USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD.IiAS BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS, DOORS) COMPONENTS DESIGN WIND PRESSURES 2x4's @ 16" O.C. DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed SEE PLAN BOT. PLATE Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec, Gust PLYWD. FLOORING - Wind Area 5 Wind Area (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS SQ FT + - \ SQ FT TOP RAILING - 10 30.5 2 -ROWS 16d NAILS STAGGERED 0 -•�_ 30.5 40.7 J 16" 0/C EACH FACE OR 3 -ROWS 1x- BALUSTERS 0 31.620 16d NAILS STAGGERED (9 16" O/C FOR 2"x10" OR GREATER HEADER 4" O.C. MAX. 38.1 50 21.3 29.8 1x- TREADS & 27.3 \ `� RISERS 100 25.9 28.6 100 25.9 31.6 16d NAILS 500 22.7 25.3 16" O/O TYP. 22.7 25.3 C GARAGE DOOR DOUBLE 2"X 12" HEADER W/ 1/2' 26.7 30.2 16'-0" WIDE 7'-0" HEIGHT 25.6 FLITCH PLATE UNLESS NOTED OTHERWISE ON PLANS 4x4 NEWEL POST ROOF WINO LONE DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND OVERHANG CONDITIONS) DOUBLE 2" X 27.9 m ZONE 2 27.9 CRIPPLE STUD ZONE 3 o FLOUR JOISTS r (1) 2"x8" P. f. LEDGER W/ 'A 2"xSTUDS TYP. ONO ON PLAN AND BLOCKING Z FLOOR GIRDER/BEAM - TAPCONS (1.5" EMBED) SPACED IN TI -IE CHART ABOVE. 141 - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND TO 1„ `�IN(� 2"x4"LEDCER BLOCK W/ 16d 9 16" O.C. (TWO ROWS STAGGER HEADER W/ ('2) 16d (� 16" 0/C UNLESS NOTED OTHERWISE TyP, \ NAILS 0 6" O.C. (TWO ROWS PATTERN) INTO CMU STAGGER PATTERN) 3-2x12 STRINGERS LAND. FIN. FL. SEE PLAN o L2" x 8" JOISTS 0 16" O.C. W/ F9 SIMPSON HUS28 © EACH END rd = (2) 2"4" W/ SIMPSON MTS18 OR 7, 2"x4" P.T. KICK PLATE W/ HUC28-2 0 EACH END. z J"O TAPCONS 0 12" O.C. SUPPORT ENDS W/ (3) 2"x 4" - WOOD JACK POST. FIN. FLOOR SEE PLAN SEE PLAN NOTE: S"fAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10 TYPICAL INTERIOR STAIR NOT TO SCALE 2nd FLOOR WALL BAND JOIST 2nd FL( BEAM/GIR NOTE: EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 OSB 1st FLOOR WALL SHEATHING OVER BAND BEAMS. ATTACH SHEATHING TO EACH BAND BEAM W/8d @ 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST 0 EA. S.Y.P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24 O.C.) SIMPSON LSTA24 S & 10-8d TO BAND jm)i u L.A. S.Y.V. SIUD k1b U.U.) 2ND FLOOR FRAME CONNECTION 2 2ND FLOOR FRAME CONNECTION 0 WOOD 1 ST FLR. `FLOOR BEAM/TRUSS GIRDER) I1/ (2) SIMPSON MSTA24 IUn` UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 11 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OSB SHEATHING TO BOTTOM OF BEAM OR GIRDER ATTACH SHEATHING TO BEAM W/8d 0 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM 3" EDGE DISTANCE. (3) 2x4 Stud �- 2x4 Top Plate -7/16" OSB 2x4 Flat ©48" a.f.f & Sheathing 48" Below Clg. 7 CORNER FRAMING B _ INTERI❑R WALL FRAME NOT TO SCALE NOT TO SCALE SCALE: N.T.S. SCALE: N.T.S. JSS/JOIST I \,- iz 9 ENCLO E D EXP C AHowaNe \-Jtress Desiqn THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF FBC-201.0 .INCLUSIVE OF ASCE 7-10 WIND PROVISIONS .FOR A NOMINAL DESIGN 3 -SECOND GUST OF "139 MPH (VULT) OR 107.7 MI'I-1(VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET T'HE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OF +0.18 AND -0.18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY It IN AN EXPOSURE C AREA WITH A MEAN .ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY T'HE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN TFIIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD.IiAS BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS, DOORS) COMPONENTS DESIGN WIND PRESSURES SNCL❑SED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec, Gust 4 Wind Area 5 Wind Area SQ FT + - SQ FT + - 10 30.5 33.0 <10 30.5 40.7 J N 20 29.1 31.620 29.1 38.1 50 21.3 29.8 50 27.3 34.4 r 100 25.9 28.6 100 25.9 31.6 500 22.7 25.3 500 22.7 25.3 GARAGE DOOR 9'-0" WIDE T-0" HEIGHT 26.7 30.2 16'-0" WIDE 7'-0" HEIGHT 25.6 28.6 ROOF WINO LONE DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND OVERHANG CONDITIONS) ZONE 1 27.9 30.5 ZONE 2 27.9 51.1 ZONE 3 27.9 77.0 NOTES: 1, ANY WIND❑W, ALL ❑R PART, WI-IICH IS WITHIN G' ❑E A CORNER SHALL BE CONSIDERED ZONE 5 PER CHAR -F ABOVE, ALL OTHER WINDOWS ARE CLASSIFIED IN Z❑NE 4. 2. ROUND AREA DOWN TO THE LARGEST PRESSUREV1 IN TI -IE CHART ABOVE. 141 - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL I-0 ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE. Ly f~ U� r I� Lo ;:j Q U CO �0 C0 I Q) F-4 � V1 F-+ W �, U C� U W W � O W � rv, � C12 C o d' 4-, � 7 L cd Lo CD QO 60 LoCQ C\,2 CID 100) w� 00 -{-� 14-� Z a3 U o w E- Q Fm, -1 C- D-, W THESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTUR INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR T( THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FC ANY DIMENSIONS. THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGE: TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. To the be5t of the engineer's knowiedg,, the Plans and specifications comply with the minimum requirements of The ➢7.orida Building Code - Residential.(2010 Edition) Plans and specifications comply with the Florida building code - RESIDENTIAL , section R301 (2010 edition) Plans and specifications comply with the Florida building code, section 1609 for 139 mph wind zone (2010 Edition) "This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code is changed. 'This drawing Is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and ore not covered under this seal. REV. DATE & COMMENTS BY 0 1� Q Z O �L ---1 U X Z w J 0. UJ JOB NUMBER : 2012 DATE : JUNE 12, 2013 DRAWN BY SCAT E SHEET NUMBER S4 SIGN & SEAL NOTES: I. APPLY SOLID BEAD OF ROOF MASTIC JUST ABOVE THE ROOF JACIC 1 2. SLIpE STOR1'1 COLLAR DOUJN MAKINCa SURE 0•� THE COLLAR 15 COMPLETELY SEATED IN MASTIC. AND THERE ARE NO VOIDS. 3. WHEN COLLAR 15 IN FINAL POSITION APPLY Q) 0 ASPHALT SEALANT: FINAL f5EAp OF MASTIC AROUND TOP CF ASPHALT LANT. STORM COLLAR 9 r` 1 1 0 EXTEND MIN. 6 ABOVE EXTEND MIN. 6" STUCCO FINISH to p+0 _3 ABOVE- - - 9 a OD to FLASHING z �' S" MIN. F ASHI G C.M.U. MIN. / O ALV. M`I'L. 5X4" Cwo •'L" PLASHING DIVERTER 5" MIN. DIYERTER �' _ �„ MI l FLA5HING STORM C AR 4 ( LOPE 3w/ FLASHING f LL / ( lOID ODR P C-iE) ., 70P AND SIDES OF 45 DEGREE ANCA. 5HINOLES OR / 4 MIN. _ FLASHING UNDER ROOF. — ;� CONCRETE TILE / F2oOF JACKrn EXTENiJ I �" MIN. j ";`: ' ''''' `- ---_-- --__ &ALV. 'L' FLASHING MASTIC : 50LIP ROOF TUARPD �--- PREMANU�AG BEYOND----_-__-- -_______- TYPICAL - DR r E R VENT C a :.... (SET IN CONT. SEALANT) w EDGE c� WALL, ___________________ - _______________ 1-I/2" TO ~� �_ :-------------- ----------- a I ® ' ---- -- ---- ------------ ----- -- 2" GAP \ ROOFING FELT ®` ______==_________________ _ __ p -------------------- DRIP EDGE CAULK BOTTOM a d 'NOTE*: ------------ ONLY BOTTOM FLANGE BOTTOM OF FLASHING 4 TWO � GUT BACK FASCIA DRIP - ON -- di to 00 o BETW; EN 1-1/2" TO 2" EDGE FASCIA NAILS EXPOSED OVER ROOFING FASCIA I U� co CO 1� I : L � INC R�' R \/ NT , 1IN57ALLATION 2 I GURU :2: CORNER OETA I L 3 VENT FIFE FLENETRATI ONP N TRATI ON IN CMU � ��0 SCALE: N.T a. SCALE: N.T.S. � �w w SCALE: N.T.S. SCALE: N.T.S. . ©11E3f DRArM11AS A� 11E PROlER1Y Or NTpf M MONV111% RE ANT REpROC1IC11011 OR IITINJIFIOIil�D 113E IS PROII�I@. NOTE: IT IS THE CONTRACTORS REWONSWTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PRO%JECT ONLY ANY DISCREPANCY BETWEEN FIELD CONDITIONS. OTHER "GN PROF MONAr 1 SHOP DRANANGS, CONTRACTORS' MALDING IrETHODS, AND REFER TO NOTE THEW SIGNED AND SEALED DRANINGS MUST BE BROUGHT - - - - - TO THE ATTENTION OF THE ENGINEER OF RECORD PRO TO - BELOW FLASHING MEMBRANE t, t, THE COMMENCEMENT OF CONSTTRUGTION. SEALANT I3' MIN OMMWM TO 1K � T° � DO NOT TAPE BOTTOM OF 2 2 - ,I� Alar ooNg 1/8" STUCCO 1 1/2" GAL WD MEMBRANE TO BUILDING TME S7RUC'R1RES GROUP es E FOR PROPOS QQMOES i 1'O ORIr & STRUCTURE STOW ON 11JEEE PAGES Y - DAM W 6" OG @ ONLY. IRE STRUMURES GROUP IS NOT RESPONSM P PER BACKED LATH I - -- - - FOR DI� � INSULATION FLASHING TAPE T❑ I -� COMPONDFM PER PLAN SHEATHING PER SPECS SEAL GASKET SILL To the beF,jt of the engineers knowledge, the �• p,1an3 and3peclflcation; Comply with the / 15 FELT ` quiLement� a Building __... e - Re LAP 4" OVER FLASHING n,inimLm� ie of The L1�_la nr- Cod sicteutial. (110 L!ditronJ I X 2 WD DAMiIi NO SEALANT '� FLANGE ]'Toro wid speNtleatforw ty with the FloridaAPPROVEDFLASHING burldtrWj cod. - Ie�errrl , ss�t>en t APPROVED FLASHING AT SILL t9otDedTtroN PIPE THROUGH WALL (>a.19 x I,a" ROLL) VULKEM SEALANT BEAD BELOW Ix -� -'��� STUCCO, SIrDING, BRICK, ETC. ATTACH 2x6 Sl P#"Z "J" CHANNEL STUCCO STOP sr / ! r P m end opeeirree ores aowpN wM the Pbr•rde WD DAM RETURN WEATHER RESISTANT WINDOUJ -' 102 �,se len b -M rar in mph wind sans �� ,...., u,/ 4 -lid NAILS 3/4" CLEARANCE MIN. _.._ _.._.._ �_....._ � ; ', UP CORNERS j ------- FLASHING "- ThA draw a vette for e�ontio ettsr the dater STEP 3 Tt rs sr and sailed or mul thm nequirew�cs ®r TO EACH STUD CAP SHINGLE "QUICK FLASH" GASKET'' `l WEATHER RESISTANT HOUSE WRAP STEP 1 STEP z p„ "I�,the ,,,dd ,,, ROOF SHINGLES INSTALL PER MFG, `�- INSTALL 9' MOISIOP INSTALL STUCCO STOP INSTALL 9 MIJISTOP CT�r"PAR, T�'VEK, OR EQUAL) HEAD FLASHING I/2" C7YP. BD. JAMB FLASHING OR J -MOLD This axrwr� Is ,t�,W and sealed for the stru�ral dAnged- 1�# FELT - �; SHEATHING partTa� ®ithe �eatrr� arty Arahrteotuwal, STEP 4 eteareai, er wnrcal detallls, It shown, are for BUILDING PAPER FRAME WALL M❑IS,f❑P PRODUCTS BY F❑RTIFIBER APPLY BUILDING PAPER v ' A"i1 and we "� mdw ROOF SHEATHING PER SPECS UNDER 'QUTAP FLASH' 2� BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION NOTE: SEAL ALL l=XPOSED ROOF TRUSS OR 2x� NOTE: RS REV. DATE F� COMMENTS BY NAIL HEADS a CAP SHINGLES BLOCKING FOR USE W%NINDOW FRAMES 3" OR LESS $®� IER � �® IN WIDTH, GOORDINATE WITH THE WINDOW /� /� VENT o MANUF=AGTURER TO INSURE ADEG2UATE CLEARANCE SALE: KTZ. ROOF T O !� IwI BALL fLABH I N6 X ENT I- ENETRAT I ON FOR USE OF LOGK5 AND LIFT RAIL. - SCALE: N.T S. TOR 1 NOOL'7 r—RAM W OOt:) OFEN I NO FAN - SCALE: N.T.s.LS�t I NG AOR I Nom® I LL ROOF CRICKET: MIN. 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY SCALE: N.T.S. LOCATION5) . _ _ VERTICAL WALL 3„ MIN - AT ENTRY 1 1 1 1 SHINGLE OR CONCRETE TILE STEP 1 STEP 2 STEP 3 INSTALL 6' MIN: MI]ISTOP APPLY SEALANT PER INSTALL 6' MIN, MOISTOP JAMB FLASHING DOOR MANUFACTURER HEAD FLASHING '' I AND INSTALL DOORSTEP 4 I� M❑IST❑P PRODUCTS BY F❑RTIFIBER BUILDING PRODUCTS SYSTEMS APPLY BUILDING PAPER IN WEATHERBOARD FASHION ---- FLAP - --- -_ FLAP FLAP - FLAP g VAPOR BARRIER AT 5017 m NOTE: TH15 17ETAIL 15 SHEATHING SHEATHING SHEATHING - SHEATHING REQUIRED<r AT ALL VERTICAL WALL SCALE: N.T.S. 9" - - - - INTERSECTIONS c� WITH ROOF VALLEYS 4 4" WIDE VINYL CONTROL JOINT 4" K171! VINYL CONTROL JOINT 4" w 4/17 3 ROOF CRICKETS. BY VINL r'GORP (1575-U) OR BY VINLYGORP (1575-U) OR - Ix2 - EQUAL EQUAL CURB �oo _,....................................................................................................................................................................................................................... BLK WALL 70 FRAME WALL, MANUF. TRU55 OR RIBBON MANUF. TRUSS OR RIBBON VERT CONTROL JOINT @ BLK 2 ASPHALT BASED BOARD OFFSOC ET W/ BLK BOARD p1=F5ET AlBLOC HORZ CONTROL JOINT K WALL TO FRAME WALL HORZ SPLICE SHOULD NOT BE WITHIN Df=TAIL /16" 0.5.8. OR 15/32" 055 /16" 0.5.5. OR 15/32" 05B TRAN51TION DETAIL 2'-O" OP PERT CONTROL JOINT SEALANT APPLIED STEP I STEP 2 STEP 3 STEP 4 BEHIND PLASHING WEATHER RESISTANT WEATHER RESISTANT "HOUSE WRAP VENDOR" TO "BY WINDOW COMPANY' "BY WINDOW COMPANY' "BY WINDOW COMPANY" PLASTER STOP AND EXTENDING A � n BARRIER #I -HOUSE WRAF BARRIER #I -HOUSE WRAP CUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT. BEAD OF INSTALL (o' JAMB FLASHING MINIMUM OF PAPER v 45• ANGLE 9" UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK (EX: FORTIFIBER, MOISTOP,'SEALANT v ABOVE `1" BITUMINOUS TAPE FLASHING BITUMINOUS TAPE FLASHING AND 9" OUT FROM UPPER OVER 1X2 CURB HOUSE 510E OF TOP AND SIDE OR ECZUAL) OVER WIN, FLANGE. z VERTICAL RISE CORNERS. WINDOW WRAP (EX: DUPOINT WIN, FLANGES. INSTALL WIN. EXTEND 4' ABOVE OPNG. d S" WEATHER RESISTANT WEATHER RESISTANT CORNERS. OR, of FLASHING JOB NUMBER: 2012 COMPANY TO PROVIDE lx2 FLExUJRAP OR EQUAL) ACCORDING TO MANUF. BELOW, CONCRETE TILE AT WALL BARRIER #2 - BARRIER #2 - SPECS. __ PAPER -BACKING OR EQUAL PAPER -BACKING OR EQUAL r — 7/5" STUCCO W/ LATH - LATH 7/8" STUCCO4" X 5" W/ LATH - LATH - FLAP FLAP 7 FLAP 7 ' DATE: March 15, 2012 TO OVERLAP CONTROL TO OVERLAP CONTROL I HORIZONTAL w i JOINTS PER MANUi; SPECS JOINTS PER MANUF SPECS -- 1 GALV. FLASbING Lf)DRAWN BY : — 6" TALL VINYL CONTROL JOINT 6" TALI_ VINYL CONTROL JOINT �� _ _ _ 5 g CONT. _ r _ ry SCALE BY VINLYCORP (1578-50 UL) OR BY VINLYCORP (15i5-50 UL) OR EQUAL EQUAL 4 3 / 4 4 3 / 4 4 3 / 4 s 1/2" STUCCO OVER CMU I/2" STUCCO OVER CMU APPLY BEAD OF 3' UNPUNCHED ELASTOMhRIG SEALANT OR CONNECTOR = SHEET NUMBER 3 1/2" FELT PAPER BTWN 3 1/2" FELT PAPER BTWN EQUAL CININECTRE BLK 4 WOOD CONT BLK 4 WOOD CONT A$5eMBLYING NeFEIE1D J/10 l4" HORIZONT L F VERT NOTCH BOTTOM OF VERT 3 J FLASHING CONTROL JOINT TO 517 FLUSH ON NOTCH BOTTOM OCONTROL JOINT TO 51T FLUSH ON HORZ CONTROL JOINT HORZ CONTROL JOINT 1 i SIGN EAL GMU GMU STEP 5 STEP 6 STEP -I PUNCHED PUNCHED "BY WINDOW COMPANY' 'BY WINDOW COMPANY" "BY WINDOW COMPANY" INSTALL 6' HEAD FLASHING; ALLOW BLDG;. PAPER FLAP APPLY JAMB FLASHING OR * ALL BUTT JOINTS, INTERSECTIONS = E ALL SUIT JOINTS, INTERSECTIONS ATIME � OVER WIN. FLANGE. TO DRAPE OVER THE WEATHER RESISTANT TAPE...............................................................................................•••••.•••..................................................•.................. `f ENDS SHALL BE SEALED AT TIME OP ENDS SHALL BE SEALED AT TIME OF ERTEN© SBEYOND OPNG. HEAD FLASHING. OVER 45• ANGLE CUT IN INSTALLATION U51NG AN INSTALLATION USING AN " ELA5TOMERIC BLDG. PAPER, OVERLAP SEALANT, OR EQUAL ELA5TOMI=RIG SEALANT, OR EQUAL �. ANGLE GUT BY MIN. OF 2". BLOCK I HALL TO INOOO MECHANICAL CONTROL. FLASH I NCS DETAIL AT R1��I TRNI T 10 VAPOR ARRI R AT ill N Old 12 ION 1 JOINT OETA I LSCALE: N.T.S. 11 GR I CKE7/,WALL INTER. f SCALE: N,TZ. SCALE: N.T.S. SCALE: N.T.S. WL.I WLI 17 (W92 WL2 WLI M1 M1LL EBI, WALL HEIGHTS VERIFY ALL BEARING WALL HEI(-.; UJITN FINAL TRU55 LAYOUTS SG ## 2011323 Prrr}e� Hidden Lake fULA lf) rJ C_ V LOWER ROOF/UPPER FLOOR �ll FRAMING PIAN MOUNT STRAPS VERTICAL n t(� �7 LOWER ROOPUPPER FLOOR w v COMP FILE GOMMUNITY lot. blk ISSUED q.3.13 REVISED q.13.13 • o y • m C� q m o N J Gti vi 0 sEi vj A7 m W P a"mo mo a,7) O O U 2Q o N u PQ In a) m a7 mom, n�a�°za;a�vi P4 P, acv, E- al K • F s Trusses- I PrElimrnary Truss I.Q. Bearing Uplift stap Manut, Strap Nuriber Capaf ity Fastening ;fD4 6d R 2847 SIMPSON PA23 1 3685 ` 8--1 ALL OTHER TRUSSES I fvV\SONF' BEA€"ZING SIMPSON MEFA20 -1 '1450 ;-1Odx 1112" WOOD FRANIEL SIMPSON H1'.0A 1 1140 18-1 ad s€ 11/2" BUCKET CONNECTIONS SIMPSON HUS26 1 11550 20-1bd lf) rJ C_ V LOWER ROOF/UPPER FLOOR �ll FRAMING PIAN MOUNT STRAPS VERTICAL n t(� �7 LOWER ROOPUPPER FLOOR w v COMP FILE GOMMUNITY lot. blk ISSUED q.3.13 REVISED q.13.13 • o y • m C� q m o N J Gti vi 0 sEi vj A7 m W P a"mo mo a,7) O O U 2Q o N u PQ In a) m a7 mom, n�a�°za;a�vi P4 P, acv, E- al K • F s • DWN BY: R.R. e • ECKED BY: D.D. • �J FRAMING PLAN w 5CALF: Ira' - I'-0' v • �f EET NUMBER RS1 e • • s A�A � � car • DWN BY: R.R. e • ECKED BY: D.D. • �J FRAMING PLAN w 5CALF: Ira' - I'-0' v • �f EET NUMBER RS1 e • WALL HEIGHT5 VERIFY ALL BEARING WALL HEIGHTS WITH FINAL, TFU56 LAYOUT5 ESO .,,Hidden LakeDuptex '!Prelimhapy Truss I.D. Bearing Uplift Stap Manuf. Strap Number Capp c iffy Fastening C�3 G04 L 2847 SIMPSON PA23 1 61,8585- 18-16d 21647 SIMPSON PA 2-93 J ALL OTHER TRUSSES NASONRY BEARING, SIMPSON MIETA20 1 '14501 Ui WOOD FRAMED SIMPSON H10A T1 1140 18-1 Gd x 1'11'2'" BUCKET CONNECTIONS SIMPSON —T4— 1 1550 —T4_ Cf-) 47 T1 Cil G4 G3 G3 G2 G2 OT 1 -- WALL HEIGHT5 VERIFY ALL BEARING WALL HEIGHTS WITH FINAL, TFU56 LAYOUT5 ESO .,,Hidden LakeDuptex '!Prelimhapy Truss I.D. Bearing Uplift Stap Manuf. Strap Number Capp c iffy Fastening C�3 G04 L 2847 SIMPSON PA23 1 61,8585- 18-16d 21647 SIMPSON PA 2-93 J ALL OTHER TRUSSES NASONRY BEARING, SIMPSON MIETA20 1 '14501 7-10dx 1 1/2" WOOD FRAMED SIMPSON H10A 1 1140 18-1 Gd x 1'11'2'" BUCKET CONNECTIONS SIMPSON HUS26 1 1550 20-16d Cf-) 47 l� Cil cj fj ti • UPPER ROOF rRAMING PLAN • MOUN F STRAPS VERTICAL S) ij 73 6 PERMIT COMP FILE GOHWNITY lot. blk ISSUED 01.5.15 REVISED 9H3.15 DW CFI VY: R.R. • KED BY: UPPER ROOF FRAMING PLAN ET NUMBER • SCALE: 1/4' -- 1'-0' RS2 (sq, L- 4 C�3 C71 C u ib C Cf-) 47 l� Cil DW CFI VY: R.R. • KED BY: UPPER ROOF FRAMING PLAN ET NUMBER • SCALE: 1/4' -- 1'-0' RS2 (sq, L- 4