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HomeMy WebLinkAbout1550, 1554 Petersen PlMAY 14 2014 CITY OF SANFORD ' BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ ��" � Job Address: Historic District: Yes ❑ No Parcel ID: Zoning: Description of Work - Plan Review Contact Person: Title: Phone: Fax: E-niail: Property Owner Information Name P A 140-2 011 Phone: Street: 5 u -r G Ite 1((,C' Resident of property? : J0 City, State Zip: b1zL ,,9oe) Pl 3 A-sz Contractor Information Name S10,17" Phone:%� GOZ 7s 19 Street: I GJ4 Cv� ! �t3i���/ Fax: �'> -� City, State Zip: DRLv4v1Ci �' .3Z49 Stale License No.: �0 �'7 U Name: Street: City, St, Zip: Bonding Company* Address: Building Permit ❑ Square Footage: No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E -(nail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application No: NOV 12 2013 CITY OF SANFORD I BUILDING & FIRE PREVENTION L} —� PERMIT APPLICATION iS 2" �%(fa-?? Documented Construction Value: Job Address: 7T i' 4 t Parcel ID: -'. -�D _. Historic District: Yes ❑ No L�1 Zoning: Description of Work: Plan Review Contact Person: � i � � � . �L.�f' Title: Phone: Cd mail: �a),Y WA -('A Cl Property Owner Information Naive. Phone: Street: `tri 00 Resident of property? City, State Zip: (O � n Contractor Information Name c, ff) rg 1�� Phone: 1W Street: 3`' f` Jr) _ =r �� >� I i�r� .Fax City, `Mate Zip: AM.O y �F( D (-qcJ State License No.: (Y -P � C)1%)'( Architect/Engineer Information t � Nance: fes k --"f4. �� .� Cif ,�� Phone: Street: � i�Xd Fax: - � L7(--1 City, St, Zip: ;U7- -X WCE / E-mail: Bonding Company: 1 Mortgage Lender: XIA Address: Address: PERMIT INFORMATION Building Permit ❑ Square )Footage: ��✓�((� Construction Type: ( "-' i No. of Stories: c No. of Dwelling Units:c,� Flood Zone: _ K) Electrical ❑ Plumbing C] New Service — No. of AMPS: IQGU New Construction - No. of Fixtures: Ai Mechanical ❑ (Duct layout required for new systems) W � /3v�` Fire Sprinkler/Alarm ❑ No. of heads: The Reserve at Hidden Lake AD1 ADJUSTABLE DW. DISHWASHER HR, HOUR REF. REFERENCE AK, AIR CONDI TIONIN6 DWR DRAWER HYD. HYDRANT REINF. REINFORCE (D) (IN6) ALT. ALTERNATE DW6. DRAWING IN. INGH R.A. RETURN AIR A.B. ANGHOR BOLT DIV. DIV1510 INGL. INCLUDE (ED) (ING) RII5 ROD AND 51-1ELF ABV. ABOVE DN. DOWN INSUL. IN5ULATE RM. ROOM A.F.F. ABOVE FINISHED FLOOR 16. DOHN5POUT INT, INTERIOR R,O. ROUGH OPENING ARGTI, ARCH TEGTURAL ELEG. ELEGTRIGA_ KIT. KI TCNEN SDH. 5GHEDULE AUTO. AUTOMATIC EA. EACH LAM. LAMINATE SHT, 5HEET ASPH. ASPHALT EQ. EQUAL LAV, LAVATORY 51M. 51MILAR BM. BEAM EQUIP, EQUIPMENT LAUN. LAUNDRY S.G. SOLID GORE BR6. BEARING EXH. EXHAUST LVR. LOUVER 56L. 51NGL E BE 1. BETWEEN EXIST. EXI5TING LTO, 1_I6HTIN6 SPEC,. SPECIFIGATION B.L. BUILDING LINL EXT. EXTERIOR LT. 1_101 -IT 5O. 5QUARE BLK, BLOCK FIN. FINISH M.B. MACHINE BOLT STD. STANDARD BLKO. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) STL. STEEL BD. BOARD F,D. FLOOR DRAIN HAS. MA5ONRY STOR, STORAGE BOT. BOTTOM F,B. FLOOR BREAK M.O. MASONRY OPENING 5TRUGT, STRUCTURAL BLDG. BUILDING FLUOR. FLUORE5GENT MAIL. MATERIAL 51M. SIMILAR GAB. CABINET FT. FOOT MAX. MAXIMUM 5Y5, SYSTEM GPT. CARPET FT(j. FOOTING MEGH. MEGI'IANIG (AL) 5-16. 5HEAT4N6 6L6. 6EILIN6 FND. FOIJNDATION MED. MEDIUM TEL, TELEPHONE 61-6. HT, CEILING HEIGHT FURR. FURRED ONO) MEMB. MEMBRANE T.V. TELEVISION (1EM. GEMENT FUT, FUTURE MTL. METAL TEMP, TEMPERED CTR. CENTER FR. FRENCH MIR. MIRROR THRE5. THRE5110LD G.T. GERAMIG TILE F.A.U. FORGED AIR UNIT MISG, M15GELLANEOU5 Tib TONGUE AND GROOVE GL R. CLEAR (ANLL=) F.0.5. FACE OF STUD MIN. MINIMUM TTP LINE TEMP T PRESSURE LINE CLO, CLOSET F.O. FIXED 6LA55 MI -D. MOL DING T.O.S. TOP OF 5LAB COL, COLUMN F.S. FREE STANDING N,T5, NOT TO SCALE T.O.P. TOP OF PLATE GONG. GONGRETE (CAST-IN-PLAGE) F..J. FL OOR J015T OFF. OFFIGE TYP. IYPIGAL COMB. COMBUSTION 6A. 6AU6E O.G. ON CENTER T.13K TOP OF BEAM GMU CONGRETE MASONRY UNIT GALV, GALVANIZED O.EI.G. OVER HEAD CABINET TPL. TOP PLATE CONST. GONSTRUCI ION 6.G. GENERAL CONTRACTOR 0.1ID. OVER HEAD DOOR U.O.N. UNLE55 OTHERWISE NOTED CONT. CONTINUOU5 OR CONTINUE 6L. 6LA55, GLAZING OPG. OPENING VE5T. VE5TI5ULE CJ. CONTROL JOINT 6L. BLK, 6LA55 BLOCK OPT. OPTION OPTIONAL V.G.T. VINYL COMPOSITION TILE CORR. CORRIDOR 6YP. BD. 5YP5UM BOARD OBS. OBSCURE V.I.F. VERIFY IN FIELD G.W. GOLD WATER OYP. 6YP5UM PNL. PANEL V.T.R. VENT T IROU6H ROOF GER. CERAMIC, 6.1, GALVANIZED IRON P,BD, PARTICLE BOARD W.G. WATER CLOSET GIR. GIRDLE GWB. GYPSUM BOARD PI_. PLATE WP. NATER PROOFING GLK.G GAULKIN6 HDW. HARDWARE PLMB. PLUMBING w/ WITH 'A. GEILIN6, J015T HDR. HEADER PLWD. PLYWOOD WIN. WINDOW DET. DETAIL 11.0.6. I-EATINMENTIN6/ PVC. POLYVINYL CHLORIDE H/o WITHOUT DIAD. DIAGONAL AIR CONDITIONING P5.F. POUNDS PER 5QUARE FOOT WD. WOOD DIA. DIAMETER HT. (HOT.) TIEI611-T P5.1. POUND5 PER 50UARE INGH HIP WASHER AND DRYER DIF, DIFFUSER H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON DIM. DIMENSION FI.M. HOLLOW METAL PR, PAIR W.H. WATER HEATER D15P, DI5PEN5ER HORIZ. HORIZONTAL RAD. RADIUS W.R.6.8. WATER RE515TANT OR. DOOR I -I'D. llo E± 913P REGP. RECEPTACLE GYPSUM BOARD '2-PLEX' LOT 7 / 8 ELEVATION - "MEDITERRANEAN" INDEX OF DRAM NGS: AF?C,HITE(_-,TUJFAL SHEETS C,5 C,(0\/ F='. 5I =T AI.C.) F`(_)LJNE-)ATIc-)N FfLAN, F-CJN� ATION DETAILS A2.0 _-MAIN FL0C)F. Iz2L_AN, FL_001`;�. F_"LAN NC)T-ES � 2.I IJfi�F� l�'. FL00F, F --)LAN, F -L 5_(_ F�, F;LAN Nc_�T E_5 -- A5.0 FF ,0NT � F= 16,HT >-_LE\/AT I0N5 A:5.1F' AF'. L 1^T �.LE�/A M CANS AE -3.> F -.0(_)F FLAN ALkc) 5J I LIQ I NCS A5.0 MAIN FLO(.:)I' E LLC:TFIr,�AL_ PLAN A5,,1 IoJi-�fi�' F='. FLc�C�F E-LEr,TF=�I AL F='LAN C,13.I (_­�AEINET LA'Y(_)U75 - STF,JJGTJF? AL SHEETS TF: JSS LAYOUT TF SI LOV\IER FZ00F/UT��JE F FL00F `F'AMIN(_:� PLAN TF�S> )FOEFF?OOF F=F,AMINC--) FLAN I, IT 15 THE RESPON5IBILIT'( OF THE OR NORTON (PRI -1) CONI-RAGTORS TO REVIEW THESE PL AN5 AND CONTACT DRH WITH AN'( 6ONFLIG'F5 PRIOR TO THE BEGINNING ANY HORK. 2. DO NOT SGALE THESE DRAWINGS, GONTACT ORH CONSTRUCTION MANAGER WITH ANY GONFLIGTS IN THE PLANS PRIOR TO BEGINNING ANY WORK. 3. IT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE HITH THE 2010 FLORIDA RE51DENTIAL CODE 8301, 200b NEC AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, L AH5, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING IHE SITE OF WORK. 4.5EE PRH FOR SCOPE OF WORK AND OR SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. SEE SHEET 5-1 FOR GENERAL STRUCTURAL NOTES. 6. ALL DIMENSIONS ARE FROM FACE OF Ilb" BLOCK WALL (OR EDGE OF FLOOR 5LAB) TO FACE OF WALL STUD U.N.O. 1 ALL INTERIOR WALLS ARE Y11 U.N.O. b. AIR CONDENSER GONG. SLAB TO BE 4" THICK MINIMUM, WHEN PAD 15 NEXT TO LANAI, IT SHOULD BE SAME LEVEL A5 LANAI. cl. ALL HAL. CHASES TO BE GAPPED HITH 055 BOARD AT WAIL HEIGHT. 10. FIRE BLOCKING SHALL BE INSTALLED IN FLOOR TRU55 WEB5 EVERY 10'-011 II. SEE STRUCTURAL SHEET 5-5 FOR WATER INTRUSION APPLICATION5. 12. HATER SHUT-OFF LOCATED INSIDE GARAGE Ib" ABV 5LAB OPPO5ITE 1105E BIB LOCATION ON THE EXTERIOR GARAGE HALL 13, DRYER VENTED 10 EXTERIOR THROUGH ROOF OR THROUGH WALL. . 14. WALL_ SEPARATION BETWEEN GARAGE AND RE51PENGE AND ATTIG SPADE TO BE 1/2" GYPSUM BOARD APPLIED TO GARAGE MALL AND CEILING AREA CALCULATIONS PER UNIT UFFFR FLOOR LIVING AREA 9615 MAIN FLOOR LIVNci AREA -101 5.F. STEM. C,TUF:AL DETAI L5 I STOF Y 2. l GOVEREO PATIO 29 5F. GARAGE �.7 STF.iJGTUF.AL DETAILS (I STORY) FLI60 5 STF?U(,TIJF�AL DETAILS (I STOP -Y) S4 STF U(_',TUF-SAL DETAILS (I <� 2 5TC)F°Y) S5 WATEP, INTF,U5ION DETAILS TF: JSS LAYOUT TF SI LOV\IER FZ00F/UT��JE F FL00F `F'AMIN(_:� PLAN TF�S> )FOEFF?OOF F=F,AMINC--) FLAN I, IT 15 THE RESPON5IBILIT'( OF THE OR NORTON (PRI -1) CONI-RAGTORS TO REVIEW THESE PL AN5 AND CONTACT DRH WITH AN'( 6ONFLIG'F5 PRIOR TO THE BEGINNING ANY HORK. 2. DO NOT SGALE THESE DRAWINGS, GONTACT ORH CONSTRUCTION MANAGER WITH ANY GONFLIGTS IN THE PLANS PRIOR TO BEGINNING ANY WORK. 3. IT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE HITH THE 2010 FLORIDA RE51DENTIAL CODE 8301, 200b NEC AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, L AH5, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING IHE SITE OF WORK. 4.5EE PRH FOR SCOPE OF WORK AND OR SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. SEE SHEET 5-1 FOR GENERAL STRUCTURAL NOTES. 6. ALL DIMENSIONS ARE FROM FACE OF Ilb" BLOCK WALL (OR EDGE OF FLOOR 5LAB) TO FACE OF WALL STUD U.N.O. 1 ALL INTERIOR WALLS ARE Y11 U.N.O. b. AIR CONDENSER GONG. SLAB TO BE 4" THICK MINIMUM, WHEN PAD 15 NEXT TO LANAI, IT SHOULD BE SAME LEVEL A5 LANAI. cl. ALL HAL. CHASES TO BE GAPPED HITH 055 BOARD AT WAIL HEIGHT. 10. FIRE BLOCKING SHALL BE INSTALLED IN FLOOR TRU55 WEB5 EVERY 10'-011 II. SEE STRUCTURAL SHEET 5-5 FOR WATER INTRUSION APPLICATION5. 12. HATER SHUT-OFF LOCATED INSIDE GARAGE Ib" ABV 5LAB OPPO5ITE 1105E BIB LOCATION ON THE EXTERIOR GARAGE HALL 13, DRYER VENTED 10 EXTERIOR THROUGH ROOF OR THROUGH WALL. . 14. WALL_ SEPARATION BETWEEN GARAGE AND RE51PENGE AND ATTIG SPADE TO BE 1/2" GYPSUM BOARD APPLIED TO GARAGE MALL AND CEILING AREA CALCULATIONS PER UNIT UFFFR FLOOR LIVING AREA 9615 MAIN FLOOR LIVNci AREA -101 5.F. TOTAL LIVING, AREA I,66a 5F, PORGW 2. l GOVEREO PATIO 29 5F. GARAGE 213 5.17. TOTAL UNDER ROOF 1,996 5F. GAP AGE DOORS - (CLOFA-r ): EASEMENT SERIES 3500 NUN-IMFAGT S<F Ea 3500 NDN-IMFAGT F.Cv. SERIES 5500 NON -IMPACT __iU II v`i Li=/ -JJ 1�1, — ll -,l YVIIVL VYVJ rWIL/ L/ MI SLIDING GLASS C>OORS NON -IMPACT Ml SLIDING 6LA55 DOOR5 NON-IMFAGT 56IM-5 DDDR5 - (MASONITE INTERNATIONAL): MA50NITE FIPeR(_--;,LA55 EXT DOOR SOFFIT - (AL5IDE.): ALL SHUTTERS - ATRIUM 20 GA GALVANIZF-F,) SHUTTERS 24 GA GALVANIZED SHUTTER5 FADRIG SHIJTTERS I ILL 11•11`_/1 IIYIJ - LP"V:"LC I�.C,(_," INQ7 AT1_ANTIG SHUTTER SYSTEMS LOUVERED 13AHAMA HURRICANE SHUTTERS SHINGLE - GERTAINTEED CORF.: ASPHALT ROOFING SHINGL.E-5 STANDING SEAM METAL ROOF- THOMP50N ARCHITECTURAL METALS PERS IT fi COMP FILE 60MMUNIIY lot. A ISSUED '1.3.13 /iI� � D c1.13.13 ROOF VENTS - LOMANCO: 54, FL1527q TILERIDGE ('FF?\/ -4) FL144-11.1 STRUGTURAL GDNNEGTORS - 51MFSON: F -L15550 ALL FL2355, FL_I0441, FL10444, FL10446, FLI60 5 FLI044-1, FLI0456, FLIDa31, FLI0655, FLID667, FLIOa`,1, LD I F_II543 FLIOa'52, FL10,554, FLI0e,56, FLI08560, FLIOa6l, FLIOc364, FL10b65, FLIO%,66, FLII16h, FLIII6q, FLII46b, FL11470, FLII4"15, r� l s ?S): FL16054 FLI14"15, FL_11�1�16, FL1362b, FL_15g04, FL1270a, FL 114`73, FLI/HDI, FL16155 FL�'S2>GI, FLl5ci'75 c T3 FL36* i2 POWERS STEEL ING - FDWERS LINTELS: ALL FLII5o5, FL5450, FL5111 r � � HYDR05TATIG VENTS: �? FL15272.2 SMARTVENT FL5522.1 FLOODVENT OVERHEAD DOOR FL(522.4 0 FL150 16.1 F!_ 150 16? CAST -CRETE GORFORATION c' -� FL150c,� HIr H STRENC-7TH CONCRETE LINTELS FL_15,5.1 � FL_7475 LOTT'S C.ONr RETE F�LODIJGT a HIGH 5TRENGTH GONGRFETE LINTELS FL12045 n z c FL5400.1 QUALITY FRE(F,A5T C.D. HIGH STRENGTH CONCRETE LINTELS FLIT14 �i a FL544 JAMES HARDIE BIJILDIN(5 PRODUCTS R HADIEF'LANK. LAF 916>ING, HARDISHINCLE FL15il12 FL5213 COMP FILE 60MMUNIIY lot. A ISSUED '1.3.13 /iI� � D c1.13.13 • e 5HEET INDEX - 2 5TORY PLAN DATA • DWN BY: R.R. • CHECKED BY: D.U. • SHEET NUMBER • C S s OF • IV C� 4� o � � s � • e 5HEET INDEX - 2 5TORY PLAN DATA • DWN BY: R.R. • CHECKED BY: D.U. • SHEET NUMBER • C S s OF • IV m - - ■ _ ■ ■ ■ e SH -I— "' I I CONC. PATIO I I I C,ONC, PATIO 42'-0' DENOTES REGH5 IN )LAD DENOTES STEP DOIN AND �IrMUREMENT IN 5LA13 V-2' DENOTES ONE S VERT, REDAR SILL W..ID FROM FT6, TO TIE BEAM V-2' DENOTES ONE S VFRT, RI -DAR FILL SOLID � COLUMN SASE. CODE, SECTION I&OH FOR 15"1 MPH HIND ZONE (2010 EDITION) C� THI5 DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 ------ --� I TH15 DRAWING 15 SIGNED AND SEALED FOR THE STRUCTURAL ------ c�p z2 OR MECHANICAL DETAILS, IF 5HOWN, ARE FOR \/I50AL REFERENGE -- -., ONLY AND ARE NOT COVERED UNDER THIS SEAL. - J INDICATES I - 5 VERT. REE3AR IN MASONRY CELL FILLED SOLID LU/ CONCRETE. VERT. REINF, 50LL 3E HOOKED INTO BEAM ABOVE i FTG. BELM PROVIDE 25' MIN. �CF5 LAP WHERE SPLICED AND WIRE -� TOGETHER -♦ HO NDICATE5 OPENING 1 ■ ■ __- ___ ■ _ -- - - _ ■ ■ I IN u1ALL ABOVE j�----— — — --- — ____� rYP. ■ 1-1/2' D RECESS FOR r 1- -t — 1-1/2' D RECE55 FOR I ■ SLIDING GLA55 DOOR 1 1 SLIDING GLA55 DOOR A/C CONDENSER PAD )F5 VERIFY 51ZE i LOCATION .t IN FIELD. VERIFY I I I CONDENSER TO PAD CONNECTION WITH MANUF, I I INDICATE5 OPENING w IN WALL ABOVE - TYP. ccFJ - I T Ell TO GF5 `I— M TO PLUMB WALL FACE I I I TO PLUMB WALL FACE: �,. I �r I I I I I I 1 w 1 C� 1 I 1 I■� I -r v I I R(LA AII�- I I ell�' 1 I ,-------II w/c I I I I - r7 _I V-41 6'-4' ■ I BOLLARD I 1 1 I I I I I I I I ■ - < I I I I I I I I I BGLLARD I I I I I I I I 1 I v cf2 I I �r 1 LL! I 1 L� I �I L� I I I ® I LCL Lt L I -2 4 4' 6' '' I I 4'-2' 4' CF5 I" I I ELEVATION AT 6•0" (ASSUMED) 4' THICK, 2500 PS.I. CONCRETE I I I ' 1 5LA5 ON GRADE W oxo - I I I _(C I 41 I I c� I - 1 1,4' � WELDED WIRE MESH OR FIBER I tr MESH OVER 6 MIL VAPOR I I ■ I I 1 BARRIER ON CLEAN, WELL- 1 114I I I COMPACTED, GRANULAR FILL. I I 1 I 1-1/2'[) RECE55 C5C I I CF 1-1/2' D RECESS 1 I I FOR DOOR `p <r uLli 1 ---------I I —FOR DOUR �u ILLI lLl 2_ I 10' 2'•10' - 51-21 a" I 12'.4' a--- L1 3/4'D RECE55 FOR I °- Cf:4 "� K I — -- — — — — I 3/4'D RECE55 FOR _ I _ GARAGE DGGR I r> p n -r aH } _— GARAGE' DGGR 1� ------ - -I ■ ■ ■ ■ w ■ ■(— — I■ ■ " — — — — — — — — -1- HB =r rc F a' -a' a' I' 6' 2' 4' I a' 5'-0' I' 6' a' a' a' a 16 13'-0' 42 FOUNDATION PLAN 5CALE- 1/4': I'-0° 5 L A E5 L E Gi-EEND DENOTES REGH5 IN )LAD DENOTES STEP DOIN AND �IrMUREMENT IN 5LA13 Q., DENOTES ONE S VERT, REDAR SILL W..ID FROM FT6, TO TIE BEAM ® DENOTES ONE S VFRT, RI -DAR FILL SOLID � COLUMN SASE. �iQNO LIT C 1=C)OTINr; 5r_,HL Ib"w x 2-O'd CONC. "�ONOLITHIL, FOUNDATION w/ (2) #r RE3AR (�ONTINUOJ5. EXT�RIOF, 0 'ATION P_01J Gtr 50L0 w/ CONI',. aLAD ON SRAM;`;. 5FE CON`jTRXTION L)ETAII- 5 FOR APPITIONAL INFO. I6"w x 12"d TONG, MONO LITWIG FOUNDATION - w/ (2)115 REBAR CONTINUOUS. IWERIOR rF-L FOUNDATION FOUf�EO SOLID r lu/ _.:ONc:. SLAB C) ON CiRADE. 5EE CONC)TRUCTION DETAILS FOR ADDITIONAL INFO. IZ"Lu x ?,"d LONG. MONOLITHIC FOUNDATION w, (U'{5 FEBAR GONTINUOUS, EXTERIOR )GF) FOUNDATION POURED SOLID w/ CONC, 5LAD ON CiR)ADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. 24"w x 121`6 CONC. 110NOLITHIC FOUNDATION w/ (3) 15 FREDAR CONTINUOUS. INTEPIOfi �) FOUNDATION F'OUF ED 5OL1D w/ CONC:. 5LA5 ON GRADE. SEE CONSTRUG'rION DETAILF? FOP, ADDITIONAL IMP -0. 20"w x 20"d GONG. MONOLITHIC: FOUNDATION 3F5 w/ (3) 15 FE�'AR CONTNUOU5. EXTERIOF' FOUNDATION SOLID uu/ GONG. SL45 ON GRADE, SEE CONSTRUCTION DETAILS FOP ADDITIONAL INFO, TO THF BEST OF THE ENC2INEFR'5 KNOWLEDGE, THE PLANS ANF7 SPEGIFIGATION5 COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE- - RE51D1=NTIAL 5EGTION R501(2010 Q., EDITION) PLANS AND SPEGIFIGATIONS GOMPLY WITH THE FLORIDA BUILDING CODE, SECTION I&OH FOR 15"1 MPH HIND ZONE (2010 EDITION) C� THI5 DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IS CHANGED. TH15 DRAWING 15 SIGNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF 5HOWN, ARE FOR \/I50AL REFERENGE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAG70R5 RESPONSIBILITY TO REVIEW ALL DRAWING5 BEFORE GONSTRUGTION BEGINS. THE EN<�INEEF: OF RECORD IS RESPON5IBI.E FOR THF STRLJGTJRAL INTFGRITY OF THIS PROJECT ONLY. ANY D15GREPANC,Y BETWEEN FIELD CONDITION5, OTHER. DESIGN PROFESSIONAL5' SHOP DRAWING5, CONTRACTORS' BUILDING METHODS, AND THESE 510 -NEO AND SEALED DRAWINGS n O MUST BE 5R.OU61-IT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENGEMC-N'F OF CONS"(RUG"PION. v^ 0 GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY c� CONSTRUCTION. THE STRUGTURE-S GROUP IS NOT RESPONSIBLE FOR a ANY DIMENSIONS. THE STRUCTURES GROUP 15 RE51`01\15I5I_E FOR PROPOSED CHANGES CE `� TO ORIGINAL STRIJGTURE SHOWN ON THESE PA6E5 ONLY. THE 5TRJGTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRIJGTURAL < (,OMPONENT_5, c3 The Structures Group, In e. Lu Dr. Nick M. Braffal-cl, P.E. S.E. C-) FL. Reg. #52585 CA 8956 C) 1711 N. Arrrienia Avenue, #H 0 l'arrll�a, F'L 33(307 1'1�Lon� (812,3)677-3421 Fax (013)875-9320 W WW. JI,I'LLCtLLCGS-CiC'OLLIJ.COI17 • s COMP FILE COMMUNITY IOL . blk 1 S.SIJED 11.3.13 REVISED X1.13.13 • FOUNDATION PLAN FOUNDATION DETAIL5 • DWN BY: R.R. • • CHECKED BY: p.p. • • SHEET NUMBER ' Al .0 OF 0l`T 3 0 2013 Q., C� • s • FOUNDATION PLAN FOUNDATION DETAIL5 • DWN BY: R.R. • • CHECKED BY: p.p. • • SHEET NUMBER ' Al .0 OF 0l`T 3 0 2013 w 5'-1' 42'-0' a' 9'-6' 5'-1' 5'-1' A/C CONDEN5ER PAD VERIFY 517E 4 LOCATION IN FIEL a VERIFY CONDENSER TO PAD CONNEGTION WITH MANUF, A/C CONDENSER PAD VERIFY SIZE I LOCATION IN FIELD. VERIFY CONDENSER TO PAD CONNECTION 111TH MANUR HALL I E6ENF) ® GMU WALL. W�A��f P-,,. 5 C H E 0 U L L CMJ WALL W/ I" (NOM) FURRING. ISSUED q.3.0 FIRE-RE515TANT GMU WALL W/ 2.. (NOM.) PURRING EACH SIDE (2) 2"X0" WD. f-1EADEFR LU/ 1/2" PLY. WD. FLITCH DENOTES ONE 45 VERT. REBAR CELL PILLED SOLID FROM FTG. TO TIE DRAM INT. BEARING FRAME WALL- FLOOR PLAN FOR HEIGHT. ® INT. NON-BEARING WALL- 5EE FLOOR PIAN FOR HEIGHT. © © INDICATES ACCESSIBLE DOORWAY (2) 2" X 12" 1- RE55UFE TREATED WOOD LEC71)EF IN/ %''(P EFOXY ANCHOR 50LT5 — 5PAGED o 24'' O.G. (TWO F'.( -)W5 5-TAC25EF CWS 1DATTEFzN) INTO MASONF- Y/GONC RETE WAIL. (6" EMF)EDMENT IN GONGF'E T E N/ 51MFSON SET EPDXY) (2) 2" X b" TF:EATEO WOOD LE62PER W/ %"q EPDXY ANCHOR E30LT5 5F -AGE P @ 24'' O.G. (TWO ROW5 5TAGHR wL) PATTEFN) INTO MA50NF.T`/CONCRETE WALL. ((g" EME )EDMENT IN GONGip ETE W/ SIMf-5ON .)ET EFOXY). 5 t '.l_J( 7 I F.AL N( --)T[ ATTACH WOOD 'FFAlIE WALL TO "1A5ONPY �U/ %, EPDXY ANCNOP BOLTS, SPACED ',�O - 2.4" Of, 6(" EME3ED. SIMF50N SE'r Ef�OXY) (3) 211X4" WD, JACK POST LU/ (2) ST-115ON CJp� L5TA24 (Wra 7E4M) OP (1) 51f`1P5(-)N NTT4 (MASONr Y/ CONCPETE) @ DASE. U.N.J. BLOCK BEARING 5OLIE). MAIN FLOOR PLAN 5CALE: 114' - 1'-0' TO THE BE5T OF THE F..NGINEER'S I'NOWI EDGE, THE PI.AN5 f\Np SPEGIFIGATIONS COQ -IDLY WITH THE MINIMUM REUJIFI:EMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5ECTION 8301(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING GORE, SEG -PION 160'i FOR 131I MPI -1 WIND ZONE (2010 EDITION) THIS DRAWINry 15 VALID FOR 12 MONTHS AFTER. THE DATE IT 15 510-NED AND SEAL=D OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. TH15 DRAWING 15 SIGNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONL'r. ARGHITEGTURAL, ELEGTRIGAL, OR ME(>IANIGAL DETAILS, IF 51-10WN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER TH15 SEAL. NOTE: IT 15 THE CONTRAr. TORS RE51PONSIBIL I'Fr' TO F,EVIEW ALL DRAWINGS PEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGORD IS RESPONSIBLE FOR THE STRUCTURAL INTFGRITY OF THIS PROJEG'T ONLY. ANY DISCREPANCY BETWEEN FIELD GONDITIONS, OTHER DESIGN PROFESSIONAL S' SHOP DRAWING5, GONTRP.CTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION. CONTRACTOR TO \/ERIF'f ALL DIMENSIONS PRIOR TO STAT- T OF ANY CON5' RUCTION. THE 5TRUGTURE5 (--ROUP 15 NOT RESPONSIBLE FOR ANY DIMEN51ONS. THE 5TR1JGTURE5 GROUP 15 RESPONSIBLE FOR PROF05EP GHANGE5 TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGES ONLY, THE 5TRUGTURE5 GROUP 15 NOT RESPONSIBLE FOR EXISTING 5TRIJGTURAL COMPONENTS, The Structures Group, Inc. Dr. Nick M. Oradtord, P.E. S.E. FL. Reg. #52585 CA 8956 1711 N. Armenia Averaic, //B Tampa, FL 33007 Phone (813)877-3421 Fax (813)875-9320 www.SLruciures-Carol-tp.(,'orn ci COMP FILE GOMMUNIIY lot . blk W�A��f P-,,. 5 C H E 0 U L L s ISSUED q.3.0 (2) 2"X0" WD. f-1EADEFR LU/ 1/2" PLY. WD. FLITCH REVISED 1.13.13 SHEAR CALCULATIONS PLATE UJ/ (1) 5Ii PSON L5TA24 /a) EA. ENE). NOTE: ALL CMU MASONRY ILIAL L 5 DE516NED TO CT) 5UPPOPT ENDS U1/ (3) 2"X4" (MIN. DEPTH) WD. RE515T WIND INDUCED 5HEAR FORCES. JACK P05T5 LU/ 51MP50N LU/ (1) 511''1P5�)N SHEAR IUIND FRE56URL = 35 F5F NTT4 (MA5ONF='.'1) Off'. (1) 5If" EPSON L5TA24 2ND FLOOR LEVEL (WE). )EAM) 'a) E3A5 = U.N.O. I. FRONT - 64CK DIRECTION (2) 211X12" WD. HEAD) F' LU/ 1/2" PL`t . WD. PLITCN 5HEAR FORCE 7 24000 Lb 51m1E4R WALL FEC,UIRED = 24.0 FT PLATE= LU/ (2) 511 IF50N L5TA24 la EA. END, 4-1 al 5HE4R WALL PROVIDED : 130 FTc r ,- 11\ I SUPP Or.T ND,� Lu/ (_a) 2X4 (MIN. f�EPTN) WE).2. SAFETY FACTOR 5.15 H2) SIDE SIDE DIRE<TION JACK P051'5 LU/ 5IMPSON LU/ (1) SIMP50N 51AE4R FORGE = 1 500 L E3 HTT4 (1-1450NP ) OR (2) 51MPSON L5*rA24 " SHEAR WALL REQUIRED = 13.5 FT - �, (WE).(WE).r� �EAr�) , k�A.�E U.N.O. 5HEAR WALL PROVIDED = 00 FT SAFETY FACTOR = 3.24 IST FLOOR LEVEL LINTEL- NTEL1, 1.FRONT - F34CK DIRECTION VXV PIREC45T LINTEL GROUTED SOLID LU/ 5HEAR FORCE = 3Lr SMEAR WALL REG2UREp = 39.09.0 FT (1) FEE54F. INSTALL 45 PEP' �I 5HEAR WALL PROVIDED = 144 FT \ C:ON5TPUCTION DETAILS ON THE 5AFE I' FACTOR z 3:�9CONSTf UC:TIC�N DETAIL 5NEET5, 2. SIDE - SIDE DIRECTION "X1G" "145ONF�1' COI'-IPOSITE SEAM 5HEAR FORCE = 31100 LB 51-1EAR WALL REUUIREU = 31.0 FT (3F�OLa'rED SOLID LU/ (1) `5 REBAR IN 51HEAR WALL PROVIDED = 34.0 FT 5AFETY FACTOR - 1.01 FFECA5T L INTEL AN[) KNOCK -OUT F)LOC:K CL- COUr'5E AE30\/E. INSTALL AS PEE? GON5TFUCTION DETAILS ON THE CON5TF'UC:TION DETAIL SHEETS. NOTE: ALL PREC:AS'r/POI,UER[-')OX LINTELS 5qALL E3E 5UPPORTEU DURING-; CONCRETE - ONCRETE- C, U F CUF� E. MAIN FLOOR PLAN 5CALE: 114' - 1'-0' TO THE BE5T OF THE F..NGINEER'S I'NOWI EDGE, THE PI.AN5 f\Np SPEGIFIGATIONS COQ -IDLY WITH THE MINIMUM REUJIFI:EMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5ECTION 8301(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING GORE, SEG -PION 160'i FOR 131I MPI -1 WIND ZONE (2010 EDITION) THIS DRAWINry 15 VALID FOR 12 MONTHS AFTER. THE DATE IT 15 510-NED AND SEAL=D OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. TH15 DRAWING 15 SIGNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONL'r. ARGHITEGTURAL, ELEGTRIGAL, OR ME(>IANIGAL DETAILS, IF 51-10WN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER TH15 SEAL. NOTE: IT 15 THE CONTRAr. TORS RE51PONSIBIL I'Fr' TO F,EVIEW ALL DRAWINGS PEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGORD IS RESPONSIBLE FOR THE STRUCTURAL INTFGRITY OF THIS PROJEG'T ONLY. ANY DISCREPANCY BETWEEN FIELD GONDITIONS, OTHER DESIGN PROFESSIONAL S' SHOP DRAWING5, GONTRP.CTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION. CONTRACTOR TO \/ERIF'f ALL DIMENSIONS PRIOR TO STAT- T OF ANY CON5' RUCTION. THE 5TRUGTURE5 (--ROUP 15 NOT RESPONSIBLE FOR ANY DIMEN51ONS. THE 5TR1JGTURE5 GROUP 15 RESPONSIBLE FOR PROF05EP GHANGE5 TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGES ONLY, THE 5TRUGTURE5 GROUP 15 NOT RESPONSIBLE FOR EXISTING 5TRIJGTURAL COMPONENTS, The Structures Group, Inc. Dr. Nick M. Oradtord, P.E. S.E. FL. Reg. #52585 CA 8956 1711 N. Armenia Averaic, //B Tampa, FL 33007 Phone (813)877-3421 Fax (813)875-9320 www.SLruciures-Carol-tp.(,'orn ci • MAIN FLOOR PLAN • FLOOR PLAN NOTES • DWN BY: R.R. CHECKED BY: D,D. • SHEET NUMBER A2.0 OF COMP FILE GOMMUNIIY lot . blk s ISSUED q.3.0 • REVISED 1.13.13 s • • MAIN FLOOR PLAN • FLOOR PLAN NOTES • DWN BY: R.R. CHECKED BY: D,D. • SHEET NUMBER A2.0 OF s • 4-1 al I • MAIN FLOOR PLAN • FLOOR PLAN NOTES • DWN BY: R.R. CHECKED BY: D,D. • SHEET NUMBER A2.0 OF UPPER FLOOR PLAN 5C4LE: 1/4' - I' -O' NAL_I_ L.EC--;)ENID GMIJ %BALL. �-�-= GMIJ WALL N1 I" (NOM.) FURRING. ,o FIR --RESISTANT CMU WALL Al 2 (NOM,) rURRING EACH SIDE DENOTS ONE ;�5 VERT. REBAR CELL FILLE� SOLID FROM FTG. TO TIE BEAM INT. BEARING FRAME HALL- SEE FLOOR PLAN FOR HEIGHT. CO �T � N INT. NON-BEARING WALL- SEE FLOOR PLAN FOR HEIGHT. - �4 © IN171CATE5 ACCESSIBLE DOORWAY (3) 2"X4" IUD. jArx POST / (2) SIMP50N �..�L5TA24 (WI). r)EAM) OFA (U 5IMP5ON 474 (MA50Ni.Y/ GONGF-?,E"rE) /@ DASE, LI.N.O, FLOC -X BEARING SOLID. (2) 2"X8" I.UD. NEAC_)EF� u)/ 1/2" FLY. BUD, FLITG�-1 FLA -r'= W/ (U 511IFSON LSTA24 '@ EA. ENG . �II) 5UPP0RT ENDS w/ (3) 2"X4" (r1IN. DEPTH) DJD. JACK POST5 W/ 5)IMF'SON Lu/ (1) 511'1��SON NTT4 (1IA50NRY) OF'.. (U SIMFSON LSTA24 (DJD, SEAM) �@ BASE U.N.G. (2) 2"X12." BUD. NEADEP w/ I/2" PLY. W. FLITCH PLATE lu/ (2) 51r lP5()N L5TA24 v EA. END, (H2 SUPPOF'T ENDS 1.u/ (3) 2"X4" (111N. DEF�TH) DJD. JAC;1-'; P05T5 u1/ 51i-IP50N W/ (U 51MP50N N"rT4 0-lA50NF'0 Oil (2) 5111P50N L5T424 (BUD. HAM) la 545E U.N.O. L1NTr-7-L Sc,�Ht5:L-)lJ! E 3"XV F'PEG45T LINTEL G;POUTED SOLID Lu/ (U n a F E54R. INSTALL 45 PES GONSTF?UGTION DETAILS ON THE CONSTRUCTION DETAIL 51-1EET5. 0"X1l," MA50NF'i GOMP051TE E)EAM GF.'OUTED SOLID w/ (1) ''45 f<EDAF' IN 2�PPEcA5T LINTEL AND KNOCK -OUT E3L0Gr GOUPSE AE)OVE, INSTALL A5 PECK CONSTRUCTION DETAILS ON TkIE CON5TF` LIGTION DETAIL 5kEET5. NOrE: ALL PPECCA'5T/POLULFDOX LINTEL;5 5NALL H SUPPOF?TED DUPING G0NC:1?ETE CURE, TO THE BEST OF THE ENGINEER'S KNONLEDGF, THE FLANS AND SFEr1IFIGATIONS',OMPL'i WITH THE MINIMUM REQUIREMENTS OF THE FI ORII7A EUILDIN6 CODE - RESIDENTIAL SECTION R501(2010 EDITION) FLANS AND SFEGIFIGATIONS GOMFL'T' WITH THE FLORIDA BUILDING CODE, SECTION 100q FOR 15'- MFH WIND ZONE (2010 EDITION) TH15 DRAAING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SGNED AND SEAL ED OR UNTIL THE REQUIREMENTS OF THE FLORIDA EUILDING GLIDE 15 GHAN6ED. THIS DRAAING 15 SIGNED AND SEALED FOR THE STRIJGTIJRAL PORTIONS OF THE DRA'NING ONLY. ARGHITEGTURAL, EI_EGTRIGAI_, OR MEG'HANIGAL DETAIL5, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR.5 RE5FONSI-5ILITY TO REVIEW ALL DRANINGS BEFORE GONSTRUGTION BEGINS. THE EN<aINEER OF REGOR.D IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS FR.OJEGI" ONLY. ANY DISGREFANGY BE"T"WEEN FIELD GONDITION5, OTHER DESIGN PROFESSIONALS' SHOF i7RANINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAINING -5 MU5T BE BROIJOHT TO THE ATTENTION OF THE ENS INFER OF REGORD FRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS FRIOR TO START OF ANY GONSTRUGTION. THE STRUGTIJRES GROUP 15 NOT RESFON51BLE FOR ANY DIMENSIONS. THE 5TRIJGTIJRE5 GROUP 15 RESPONSIBLE FOR FROF05E0 CHANGES TO ORIGINAL STRUGTURE SHOWN ON THESE PAGES ONLY. THE STRUGTJRES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.F. S.E. FL. Reg, #525B5 CA 8956 1714 N. Armenia Avenue, #B Tampa, VL 3`3607 Phone, (813)877-3431 Fax (813)875-9320 www.Struc:iures—Grol-ip.coln IPPEEE R FIOOR PIAN FLOOR PIAN NOTE5 12 • e • DWN BY: RR. • • CHECKED BY: • • HEET NEll A2OF J "T 3 0 2013 • s ,o I O 1 0 � N CO �T � N - �4 �1 U A 41 y A VJ r—i V1 ^ f • s SO IPPEEE R FIOOR PIAN FLOOR PIAN NOTE5 12 • e • DWN BY: RR. • • CHECKED BY: • • HEET NEll A2OF J "T 3 0 2013 • s M q I O 1 0 � N CO �T � N - �4 �1 U ^�A vi C3 VJ r—i s� ti m v a SO 0 e e co Q c� zap ads Fa� s IPPEEE R FIOOR PIAN FLOOR PIAN NOTE5 12 • e • DWN BY: RR. • • CHECKED BY: • • HEET NEll A2OF J "T 3 0 2013 • s V1 VJ r—i 00 ALJ 0 e e IPPEEE R FIOOR PIAN FLOOR PIAN NOTE5 12 • e • DWN BY: RR. • • CHECKED BY: • • HEET NEll A2OF J "T 3 0 2013 =r 2'X T RAISED BANDING (+10 4'Xla' RAI5E0 BANDING hN VX4' RAISED BANDING (+27 FOAM DETAIL M15ED FOAM (60 RA15ED FOAM (65') .P . 2' DECORATIVE CORBEL 4 Hp. I 4" BANDING (+2. o/ 12' BANDING b � IN. 2NC r ND. I. ECTURAL G^WPO6HE ROOF 506LE- TTP NDOW D. HT. w ND. FLR IDOW DECORATIVE 1lVI�DOVV SILL DETAIL J SCALE: I MAINTAIN MIN. DISTANCE F=OR HURRGANE SHUTTER ATTACHMENT AS REQUIRED B'( GODE DECORATIVE FOAM TRIM SAND F=INISH STUCCO FINISH FAINTED TRIM GOLOF? DEGORATIVE 5HUI"TER5 WINDOW FRAME MAINTAIN MIN. DISTANCE FOR HURRICANE SHUTTER ATTAGHMENT AS REQUIRED DY GORE DEGORATIVE SHUTTERS WINDOW FRAME SAND FINISH STUCCO F=INISH FAINTED TRIM COLOR I)EGORATIVE FOAM SILL MAINTAIN MIN. DISTANGE FOR HURRICANE SHUTTER ATTACHMENT A5 REOUIRED B'( GODS �- SHUTyTER DETAIL SCALE: 112' = I'-0" FOAM CORBEL DETAIL C-- SCALE: I I/2 = 1'-0" y v+ WINDOW HD. NT, FLU5H STUCCO TO MATCH - MAIN BODY FIN15H DECORATIVE 5HUTTER - TTP. - (SEE DETAIL 3/A3.0) FIN. 2ND, FLR L* T.O.M. r� WINDOW HD. HT. G W RIGHT ELEVATION SGALE: 1/4' = 1'•0' ARCNITECIURAL COMP05ITF ROOF 5NIN6LE- TYP. 6' E3ANpING 01.57 BRCS, NT. WINDOW HD. HT, -DECORATIVE SHUTTER - TYP. (SEE DETAIL 3/A3.0) (�4' BANDING (+20) o/ 12' BANDING (41.0' FIN. 2ND. FLR T.D.M. WINDOW �, HD. NT. -COACH LIGHT d2'410.5. SCALE: 1/4' - 1'-0' a" E%DINra (I.5') T.o.S. �- a -1 NOTE: FLA54N6 SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION6, AT GUTTERS, AT ALL CHANGE5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, WALL HEIGHT5 VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUTS EXTERIOR FINISH NO'T'ES. (,J CEMENT PLASTER FIN15H OVER CONCRETE MASONRY SHALL BE 5IV THICK TEXTURED PER COMMUNITY SPECIFICATIONS. CEMENT PLASTER FINISH OVER FRAMED WALLS ,HALL IBE VV (3 -GOAT) TEXTURED PER COMMUNITY 6PECIFICATION5, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR %EATHINC4 PER STRUCTURAL DRAWING5. LATHE TO BE FURRED OUT FROM B'AGKING BY AN APPROVED METHOD, FEC R703.6. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS I TRIM SHALL RECEIVED A SAND FIN15H. SEE ELEVATION FOR DEPTH OF RAISED BANDING. 51DE I REAR ELEVATION: BANDING AROUND WINDOWS I DOORS MAY BE OPTIONAL 4' SCORED OR OPTIONAL I' RAISED BANDING PER CONMUNITY 5F'EC5 -SEE COMMUNITY 5PECAGATION5 OR CONSULT EMERALD HOMES GON5TRJCTION MANAGER. U ROOF COVERING: SEE COMMUNITY 5PEGIFICATIONO OR CONSULT EMERALD HOME5 CON,>TRUG[ION MANAriFR ;,FF cTPII(J11;�A1=,ur-r-TF, Fns ruFArul�lr rKnIuRFMF�IT TO THE BEST OF THE ENGINEER'S KNOWLED6F, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RE51L7ENTIAL SECTION 8301(2010 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING GORE, SECTION 16011 FOR I3q MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTH5 AFTER THE DATE IT 15 5IGNED AND 5EALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING CODE IS CHANGED. THIS DRAWING 15 5I6NED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY, ARCHITEGTIJRAL, ELEGTRICAL, OR MECHANICAL DETAIL5, IF 5HOWN, ARE POR VISUAL REFERENCE ONLY AND ARE NOT GOVEREI7 UNDER THIS SEAL. NOTE: IT 15 THE GONTRACTORS RE5PONSI5ILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEr-,INS. THE ENGINEER OF RECORD 15 RESPONSIFI F FOR THE STRUCTURAL INTEGRITY OF THIS PROJEG"f ONLY. ANY D15GREPANG'f DETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE 5I0-NE1-2 AND SEALED DRAWINGS MU57 BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUGTURE5 GROUP 15 RESFON515LE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE 5TRUGTURE5 GROUP 15 NOT RESFON515LE FOR EXISTING STRUGTIJRAL COMPONENTS, The Structures Group, Inc. Ur. Nick M. Bradford, P.B. S.E. FL. Ner;. #52585 CA 8956 1714 N. Armenia AvcfLLle, B Tarfipu, FL 33607 I'tu)Lle (813)877--34211 Fax (81;3)815-9:320 WWW.: (,I'LLCttll'C'.—CirOUI).COM L� c.� cy �s v c,> C� �l 0 �r :2 - LU W c _10 c5 COMP FILE COMMUNIT( lot. blk IJJUED g5.I3 REVISED x1.13.13 cv � IpN co 0 co e w P. 0 m w� v " w 6 w age o o co a 0:3 °01nvc7 a3 mU),�o 1�1 MIR UM L� • ESQ. f • 0 F1 El El L 1 • G W RIGHT ELEVATION SGALE: 1/4' = 1'•0' ARCNITECIURAL COMP05ITF ROOF 5NIN6LE- TYP. 6' E3ANpING 01.57 BRCS, NT. WINDOW HD. HT, -DECORATIVE SHUTTER - TYP. (SEE DETAIL 3/A3.0) (�4' BANDING (+20) o/ 12' BANDING (41.0' FIN. 2ND. FLR T.D.M. WINDOW �, HD. NT. -COACH LIGHT d2'410.5. SCALE: 1/4' - 1'-0' a" E%DINra (I.5') T.o.S. �- a -1 NOTE: FLA54N6 SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION6, AT GUTTERS, AT ALL CHANGE5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, WALL HEIGHT5 VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUTS EXTERIOR FINISH NO'T'ES. (,J CEMENT PLASTER FIN15H OVER CONCRETE MASONRY SHALL BE 5IV THICK TEXTURED PER COMMUNITY SPECIFICATIONS. CEMENT PLASTER FINISH OVER FRAMED WALLS ,HALL IBE VV (3 -GOAT) TEXTURED PER COMMUNITY 6PECIFICATION5, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR %EATHINC4 PER STRUCTURAL DRAWING5. LATHE TO BE FURRED OUT FROM B'AGKING BY AN APPROVED METHOD, FEC R703.6. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS I TRIM SHALL RECEIVED A SAND FIN15H. SEE ELEVATION FOR DEPTH OF RAISED BANDING. 51DE I REAR ELEVATION: BANDING AROUND WINDOWS I DOORS MAY BE OPTIONAL 4' SCORED OR OPTIONAL I' RAISED BANDING PER CONMUNITY 5F'EC5 -SEE COMMUNITY 5PECAGATION5 OR CONSULT EMERALD HOMES GON5TRJCTION MANAGER. U ROOF COVERING: SEE COMMUNITY 5PEGIFICATIONO OR CONSULT EMERALD HOME5 CON,>TRUG[ION MANAriFR ;,FF cTPII(J11;�A1=,ur-r-TF, Fns ruFArul�lr rKnIuRFMF�IT TO THE BEST OF THE ENGINEER'S KNOWLED6F, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RE51L7ENTIAL SECTION 8301(2010 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING GORE, SECTION 16011 FOR I3q MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTH5 AFTER THE DATE IT 15 5IGNED AND 5EALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING CODE IS CHANGED. THIS DRAWING 15 5I6NED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY, ARCHITEGTIJRAL, ELEGTRICAL, OR MECHANICAL DETAIL5, IF 5HOWN, ARE POR VISUAL REFERENCE ONLY AND ARE NOT GOVEREI7 UNDER THIS SEAL. NOTE: IT 15 THE GONTRACTORS RE5PONSI5ILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEr-,INS. THE ENGINEER OF RECORD 15 RESPONSIFI F FOR THE STRUCTURAL INTEGRITY OF THIS PROJEG"f ONLY. ANY D15GREPANG'f DETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE 5I0-NE1-2 AND SEALED DRAWINGS MU57 BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUGTURE5 GROUP 15 RESFON515LE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE 5TRUGTURE5 GROUP 15 NOT RESFON515LE FOR EXISTING STRUGTIJRAL COMPONENTS, The Structures Group, Inc. Ur. Nick M. Bradford, P.B. S.E. FL. Ner;. #52585 CA 8956 1714 N. Armenia AvcfLLle, B Tarfipu, FL 33607 I'tu)Lle (813)877--34211 Fax (81;3)815-9:320 WWW.: (,I'LLCttll'C'.—CirOUI).COM L� c.� cy �s v c,> C� �l 0 �r :2 - LU W c _10 c5 COMP FILE COMMUNIT( lot. blk IJJUED g5.I3 REVISED x1.13.13 cv � IpN co 0 co e w P. 0 m w� v " w 6 w age o o co a 0:3 °01nvc7 a3 mU),�o 1�1 MIR UM L� • ESQ. f • • FRONT RIGPT ELEVATION5 • ELEVATION DETAILS • s • DWN BY: R.R. • CHECKED BY: D.U. e • _'HEET NUMBER A3.0 OF • CIZI �7,�0 �J P4 U r-- 'n • a • FRONT RIGPT ELEVATION5 • ELEVATION DETAILS • s • DWN BY: R.R. • CHECKED BY: D.U. e • _'HEET NUMBER A3.0 OF ARCHITECTURAL COMPOSITE GOOF 5HIN(i -$--- - - -� WIND rik T.01 Fr WIND HD.I �I Na 1' BANDING 12.0') 12' BANDING ({I.0' N_D FLR 'f ). Nr. T ARCHITECTURAL COMP051TE ROOF SHINGLE �I —_ DRC. HT. WINDOW HD, HT. FIN. 2ND. FLR RA15ED HEEL WINDOW HD. HT. ,K) LEFT ELEVATION SCALE: 1/4' -- 1'-0' REAR ELEVATION NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSEGTION5, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGE5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGH1`5 VERIFY ALL BEARING WALL. HEIGHTS WITH FINAL TRU55 LAYOUT5 EXTERIOR FINISH NOTES. () CEMENT PLASTER FINISH OVER CONCRETE MASONRY 5HALL BE 5/d' THICK TEXTURED PER COMMUNITY 5PECIFIGATION5. U GEMENT PLASTER FINISH OVER FRAMED IUALL5 5HAL L BE 1/0' (3 -COAT) TEXTURED PER COMMUNITY 5PECIFICATIONS, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOU5E IURAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAJIN65. LATHE TO BE FURRED OUT FROM BACKING 5Y AN APPROVED METHOD, F6G 8103.6. (3) FRONT ELEVATION5: BANDING, MOLDING, COLUMN5 T TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RAKED BANDING. (� 51DE I REAR ELEVATION: E3ANDING AROUND WINDOW5 4 DOOR5 MAY BE OPTIONAL 4' SCORED OR OPTIONAL I' RAISED BANDING PER COMMUNITY SPECS -SEE COMMUNITY 6PEGIFIGATION5 OR CONSULT EMERALD HOMES GGN5TRUCTION MANAGER. ROOF COVERING: SEE GOMMUNITY SPECIFICATIONS OR GON5ULT EMERALD HOMES CONSTRUCTION MANAGER. 5EE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS. TO THE BEST OF THE EN6INEER'5 KNOWI_FPO- E, THE PLANS AND SPEGIFIGf\TIONS GOMPL Y KITH THE MINIMUM RE66IREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL SECTION 8301(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLOF-1.1iA 31JILDINCi CODE, RECTION 1601:1 FOR 13'� MPH WIND ZONE (2010 EDITION) TH15 DRAKING 15 \/ALID FOR 12 MONTHS AFTER THE DATE IT IS 515NED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING (-ODE 15 GHANOE-D. TH15 ORAKING 15 5IONED AND SEALED FOR THE 5rR1XTURAI PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTRICAL, OR MECHANIC/ -\L DETAILS, IF SHOWN, ARE FO-,: VISUAL REFERENCE ONL'f AND ARE NOT GOVER.ED UNDER THIS SEAL. NOTE: IT IS THE CONTRA<.ToF,5 RESPONSI&ILITY TO REVIEK ALL DRAKIN!-5S BEFORE GONSTRUCTION E3EGIN5. THE ENGINEER OF RECORD 15 RF.SFONSIDLE FOR THE STRIJGTURAL INTEGRITY OF TH15 PRO-1EGT ONLY. ANY DISGREPANGY DETKEEN FIELD GONDITIONS, OTHER DESIGN PROFE551ONAL5' SHOP DRAKIN05, GONTRAGTOR5' BUILDING METHODS, AND THEE 510NED AND SEALED DRAWINGS MU5T DE 5ROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION, GONTRAGTOR TO VERIFY ALL DIMEN510N-5 PRIOR TO START OF ANY CONSTRUGTION. THE 5TR1JCTURE5 GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TR1JGTIJRES GROUP 15 RE5PON51BLE FOR PROPOSED GIHANGES TO ORIGINAL STRUGTURE SHOWN ON THESE PA6E5 ONLY, THE STRIJGT1JRE5 OROUP 15 NOT RESPONSIE1-E FOR EXISTINO STRUCTURAL GOMPONENT5, The Structures Group, Inc. Dr. Nick M. Bradford, P.E. FL,. Reg. #52585 CA 8956 1711 N. Arnieniti Avenue, Tampa, FL 33607 Phone (813)877-3421. S.E. // E Fax (813)875-9320 WWW-Structures—Gr0U1.).com COMP FILE COMMUNITY lot . blk ISSUED q x.0 REVISED 1.13.13 • REAR S LEFT ELEVATIONS • ELEVATION DETAILS e . e � DWN BY: R.R. • CHECKED BY: D,D. • • ET NUMBER • 3.1 0 C!1 C� 7:� �1 0 � s . REAR S LEFT ELEVATIONS • ELEVATION DETAILS e . e � DWN BY: R.R. • CHECKED BY: D,D. • • ET NUMBER • 3.1 0 RAKE WALL DETAIL PARTY WALE SCALE: 3/4' : I'-0° 1, A. �p BRG. NT.- t 1 01-V CAST IN PLACE CONCRETE WALL CA.U. UALL RAKE WALL DETAIL ENTRY PARTY WALL —_ARG. Nom_ 19'-4° FIRE STOP 4'-0' 4'-0' ---__ �--L / /� / / ----- _ / g I VG/FLLL 1 LLI 1'-2'TYP.a6ABLE Ile 7-1 L--- ---------- ----------- ---- -- - - ---------- t GABLE END WAIL 6A51 -E NNP OL L SCALE: 1/4' - 1'•0' Lf) ry c= Cj zs W tD e p � c) G = 1n N ° m H F1 =n: vj c - (mu n .� o mkc) a V) c� zGx P, q) tial �x COMP FILE COMMUNITY lot . blk ISSUED 11.3.13 RE VI SED X1.13.13 e p � c) G = 1n N ° m H F1 =n: vj c - (mu n .� o mkc) a V) c� zGx P, q) tial �x • e ROOF PIAN s . • o DWN BY: R.R. NECKED BY: D.D. • s Ll 0 Ll W U 11) S EE7 NUMBER 3.2 s • s • U 73 f`— • e ROOF PIAN s . • o DWN BY: R.R. NECKED BY: D.D. • s Ll 0 Ll W U 11) S EE7 NUMBER 3.2 s • HANDRAILS SHALL NOT DE LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGI IT OF 5TAI15. HANDRAIL5 SHALL BE 1 I/2' CLEAR OF ALL ADJAGEN I' FINISH MATERIALS AND ENL)5 SHALL RETURN TO WALL OR TERriINATE IN NEIIIEL rlo5r5 OR SAFE TERMINAL5. HANDRAII_5 5HALL BE I I/4"-2" IN GROSS 5EG rIOHAL DIMENSION, OR APFROVED EGUIVALENT, AND BE 5M001H WITH NO SHARE' EDGE5/GORNER5. 51 -AIR AND RAILING SUPPLIER, INSTALLER SHALL SArISF'( ALL BUILDING DEPARTMENT APPROVAL REOUIREMENT5 FOR TIME PRoDUG11) THEY PROVIDE OR IN5rALL SHOULD COMPLY W/ 2010 FLORIDA BUILDING CODE 6UARDRAIL5 SHALL NOT BE LE55 THAN 36" IN HEIGHT. OPEN PAILS SHALL HAVE INIERMEDIATE RAILS OF, AN ORNAMENTAL PATTERN SUCH THAIA 4" DIAMETER SPHERE CANNOT PA55 THROUGH, E 4" SPHERE THE TRIANGULAR OPENINGS AT STAIR MAY NOT U i TREAD, RISER, T BOTTOM SHALL BE SUCH `� PASS r, THAT A 6" DIAMETER SPHERE CANNOT ` HfROUGH PA55 TFIROUGH• ~ 6" SPHERE�OH ` MA'r NO'f PASS TI IRr HANDRAIL DETAIL - SAE N.1.5. --- -- MAIGHHEIGHT OF BASEBOARD \ SIMPSON LSC OR EOUAL 2x12 NOTCHED 5rRINGER 1/2 GYP. BD. AT ALL INAL AND CEILING OF ENGLOSI USABLE SPACE UNDER 51 2X12 51RINGER5 TYR STRINGER/LANDING TOP DETAIL FINI5HED 5UIRFACE — 3/4" F'L'rWOUD TREADS -\ 2X8 LEDGER A'> TAGHEID TO X 3' rAPGONS a 00-. S6EFED w 017 TREADS w — r 51b" PLYWOOD R15ER5 (TYP.) 2x12 NOTCHED STRINGER SIMPSON 1 x,50 OR EGiUAL -- 51MP50N LUS26 OR EOUAL © LANDING TYP.- 2X8 J015T 9 LANDING 1/2" GYP. BD. AT ALL WALL5 AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIR 2X12 5TRINGER5 TYP. LEDGER @ MASONRY hGAAHNSION� P (rrP) _i — 2x8 END .101ST ATTACH 2X8 LEDGER TO EA VERT 5rUD W/ (3) 160 NAIL5 ALT LEDGER a WD FRAMED AALL STRINGER/LANDINU DETAIL 7 —AL F: N:1S. FINI5HED SURFAGE — 3/4" PLYWOOD 'TREADS EO. � <r uW 3/4" CZ �u TYP,F,� c�z I�W 2x12 NOTGHE STS INGER 5/8" PL'rkllOOD RISERS — + 5EGURE NOT( HED')I RINGER rO FOOT w/ (2) 12d COM MIN. SECURE FOO r TO 5LAB va/ I/4"Nx3-I/2" rAPGON5 0 8" ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE 5EPARA LION AS ALLOWED BY CODE. 2X12 5TRINGER5 FrP FLOOR /STRINGER DETAIL w WINE HD. 0 0 BUILDING SECTION "A—A" 5GALE: 1/4' : I'-0' BUILDING SECTION "B—B" 5GALE: 1/4" ! 1'•0" • • COMP FILE COMMUNIF( lot . blk I SSUED 10.0 REVISED q.13.13 • • • DUILDING SECTIONS • r N �4 Lu ca C) 0 s 7:5 �v • BY: R]R*E KED BY: 0 L� • S-11 T NUMBER 4.0 • o � s I N a Z~ lb N C7 wa O H np Uj V � W w 'Ei� vi pl O p Com' V CJ `� C�7H j� � pahG4mo P_ p v1 � z P4 P,W q m %pad .+moi H r 7 W a, [� AG, E_ a, • DUILDING SECTIONS • r N �4 Lu ca C) 0 s 7:5 �v • BY: R]R*E KED BY: 0 L� • S-11 T NUMBER 4.0 s • j� 1 • DUILDING SECTIONS • r N �4 Lu ca C) 0 s 7:5 �v • BY: R]R*E KED BY: 0 L� • S-11 T NUMBER 4.0 ALL ELECTRICAL DESIGN AND WORK SHALL BE IN 51RIGT COMPLIANCE WITH 1-1 IE 2006 NATIONAL ELEGTRIG GORE NOTES:mom- 6ENERAL ELECTRICAL 1) PER NEG SECTION 210.12(8) ALL 15A i 20A, 120V BRANGLI CIRCUITS 5UPPL.'(IN6- OUTLETS REGUIRE AFGI PROTECTION. 2) GARBON MONOXIDE PROTEGTION PER FLORIDA STATUTES 553.665 (2_).10 BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEG SEGrION 210.6(8)(4) ALL 15A J 20A, 125V REGEPTA(,LE5 INSTALLED OUTDOORS MUST BE GFGI-PRO TEG[ED. 4) PER NEG SECTION 210.6(8)(5) ALL 15A 1 20A, 125V RE0TAGLE5 INSTALLED WITHIN 6' OF A SINK (IN NUN-DWL=LLING UNIT OGGUPANGIE5-1,e, OUTDOOR SUMMER KITGHENS REGEPTAGLE5) MU5r BE GFGI-PRO CEGTED. 5) PER NEC SECTION 406.0)(1)15A 3 20A RE01AGLE5 IN A WET LOCATION MUST DE WITHIN AN ENCLOSURE THAT 15 WEATHERPROOF WHEN AN ATTACHMENT 15 PLUGGED IN AND ALL NON-LOCKING REGEPFAGLE5 SHALL BE LISTED A5 WEATHER RE515TANT. 6) PER NEG SECTION 406.11 IN DWELLING UMTS, ALL 15A 120A,125V RE(,EPTAGLE5 5HALI. BE LISTED A5 TAMPER-RE5151­41T. 1) PER NEG SECTION 600,156 NO LESS THAN ONE GOMMUNIGATIONS OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNfr. 6) PER NEG SECTIONS 83.14.3 AND 8315.1 SMOKE DETECTOR, TO BE INSTALI_ED IH51DE EA SLEEPING AREA 'I) PROVIDE GAS DROPS AS PER GOMMUNI r( 10) JUNCTION BOX AT WATER 11EATER, RANGE AND/OR DRYER TO BE 220v IN NON GAS 60MMUNITIE5, AND IIOv IN COMMUNITIES THAT HAVE GAS OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE MAIN FLOOR ELECTRICAL PLAN SCAT E; 1/4' : 1'•0' EL.EC7R I GAJ. 51i'N501. KE)oo TV GABLE TV DATA DATA OUl LET K+ HOWL BIB W/ SHUT OFF VALVE o F ELEGTRIGAL. PANEL. -F ffB 1105E BIB _y GAS KE'( FUEL GAS W/ 5N6 TOFF VALVE rELEPHONE OUTLET AT +6" ABOVE FLOOR AND COUNTER 120V DUPLEX CONVENIENCE DUPLEX OUTLET 120V DUPLEX CONVENIENCE DUPLEX OUTLET AT COUNTER wP 120V OR 240V, WEATHERPROOF 611 DUPLEX REGEPTACLE,WIG,F.I. 611 GFI OUTI ET 220V OU ILEI 120V DUPLEX CONVENIENCE RECEPTAGLE, I/2 HOT 120V DUPLEX CEILING MOUNTED S�- SWITGHE5 3 -WAY SWITGIJ 4 -WA'( SWITCH ELEGTRIGAL. PANEL. L Q) tl� ELEG TRIG METER GAS METER N r INTERGOM SPRINKLER PANEL HOME RUN El GEILING MOUNTED FAN 4 OR 5 BLADE SWI IGH CONTROLLED REC,E55ED FRACTIONAL HP EXHAUST FAN RE6E55ED COMBINATION OF L161IT/EXHAU5T FAN SWI IGH CONTROLLED COMBO SMOKE / CARBON MONOXIDE DETECTOR SMOKE DETEGTOR REGF_SSFO GAN CARBON MONOXIDE DETECTOR HANGING FIXTURE GEILING FIXTURE SPEAKER (Q� DIRECTIONAL EYEBALL CAN 1.4 FLUORE5GENI' FIXTURE K UNDER UPPER GABINET INGANDESGENT BAR LIGHT FIXTURE 46" FLUORE5GEN1 LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE FLOOD LIGHT SURFACE MOUNTED INLAND. WALL LIGHT FIXTURE WALL 5GONCGE JUNCTION BOX DOOR GRIME DOOR GRIME PUSH BUTTON (� P0511 BUTTON rNERMOSTAT Ul ILLUMINATED ADDRE55 +64" ABOVE T.O.G. C� C'd �j O C1. M Co rti In Q, _U u L� COMP FILE COMMUNITY lot . blk ISSUED q.5.13 REVISED q.I3.13 • e • MAIN FLOOR ELECTRICAL PLAN D BY: R.R. CHECKED BY: D.D. • s SHEET NUMBER A5.0 OF Q) ct l -- coo _4 • s • MAIN FLOOR ELECTRICAL PLAN D BY: R.R. CHECKED BY: D.D. • s SHEET NUMBER A5.0 OF ALL ELEGAIGAL DESIGN AND WORK 51dAL.L BE IN 5TRICT COMPLIANCE WITH THE 2008 NATIONAL ELECTRIC CODE ELECTRICAL 5`i'M50L. KEY J TV GABLE TV 6ENERAA' L Ci l CAEDATA OUILET NOTES: HOSE BID W/ Shull' OFF VALVE 1) PER NEC SECTION 210.12(8) ALL 15A a 20A, 120V BRANCH CIRCUIT5 SUPPLYING HB HOSE BIB OUTLETS REOUIRE AF(,I PROTECTION. 6A5 KEY 2) GABON MONOXIDE PROTEGrION PER FLORIDA 51ATUTE5 553.88.5 (2). TO BE FUEL GAD W/ 51-IUTOFF VALVE INHALLED WITHIN IO' OF EVERY 51-EEPIN6 ROOM. TELEPHONE OUTLET AT +�" 3) PER NEC SECTION 210.8(8)(4) ALL 15A i 20A, 125V REGEPTA(,-LE5 INSTALLED ABOVE FLOOR AND (,OUTITER OUTDOORS MUST BE 6FCI-PROTE61ED. 120V DUPLEX GONVENIENGE DUPLEX OUTLET 4) PER NEG SECTION 210,8(8)(5) ALL 15A � 20A, 125V RECEPTACLES INSTALLED 120V DUPLEX 60HVENIENGE WITHIN 6 OF A SINK (IN NON -DWELLING UNIT 066UPAN6IE5-i.e. OUTDOOR SUMMER DUPLEX OUTLET AT GOUNTER KITG05 RE6EPTAGLE5) MU5r BE 6FGI-PROrEC.,TED, Wp 120V OR 240V, WEATHERPROOF AFI DUPLEX REGEPTAGLE,W/6.F.I. 5) PER NEG SECTION 406.8(D)(1)15A it 20A RE6EPTAGLE5 IN A WET LOCATION MUST BE WITHIN AN ENGL05URE THAT 15 WEATHERPROOF WHEN AN ATTAGHMENT AFI GFI OUTLET 15 PLUGGED IN AND ALL NON-LOCKING REGEPTAAE5 SHALT_ BE LISTED A5 220V OUTLET WEATHER RE515rANT. 120V DUPLEX GONVENIEN(,E 6) PER NEG SECTION 406.11 IN DWELLING UNITS, ALL 15A 120A,125V REGEPIACLE, I/2 HOT RECEPTACLE 5 SHALL BE LISTED A5 rAMPER-RE515TANT. 120V DUPLEX CEILING MOUNTED 7) PER NEG SECTION 800.156 NO LESS THAN ONE GOMMUNI6ATION5 OUTLET %ITCHES SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 3 -WAY 5WIT611 8) PER NEC SEC rION5 R3.143 AND 8315.1 SMOKE DE IEGTOR5 TO BE INSTALLED It 4 -WAY SWITCH INSIDE EA 5LEEPIN6 AREAr-11 1I ELECTRICAL PANEL q) PROVIDE GA5 DROPS A5 PER COMMUNITY ELEC [RIC METER 10) lHGTION BOX Al WATER HEArLR, RANGE AND/OR DRYER TO BE 220v IN NON 6A5 6OMMUNI*ilE5, AND IIOv IN COMMUNITIES THAT HAVE GA5 OPTION GAS METER PROVIDE APPROPRIATE. RECEPTACLE PER APPLIANCE N -r INTERGOM SPRINKLER PANEL HOME RUN CEILING MOUNTED FAN 4 OR 5 BLADE 5WIT6H CON TROLLED ® RECE5SED FRACTIONAL HP ISSUED EXHAU5rFAN REVISED REGE55ED GOMBINA-rai OF LI61-I1/EXHAUST FAN c� Q� 5WITGH GON [ROLLED j COMBO SMOKE / CARBON MONOXIDE DETECTOR SMOKE DETECTOR RE655ED CAN CARDON MONOXIDE DETEG TOR �► HANGING FIXTURE • LEILIN6 FIXTURE SPEAKER DIRECTIONAL EYEBALL CAN 24 FLUORESCENT FIXTURE UNDER UPPER GABINET 0 0 0 0 0 INCANDESCENT BAR LIGHT FIXTURE 48" FLUORESCENT LI61-IT FIXTURE 24" FLUORE5GENT 1-I61-fr FIXTURE FLOOD LIGHT SURFACE MOUNTED INLAND. WALL 1-1611T FIXTURE WALL 56ONCE .1 ,JUNCTION BOX DOOR CHIME DOOR CFIIME PUSH DUITON Q PUSH BUTTON T THERMOS [AT �D ILLUMINATED ADDRE55 UPPER Q FLOOR ELECTRICAL PLAN +84" ABOVE T.O.G. SGALF: 1/4' - I'-0° COMP FILE COMMUNITY IOT ISSUED g3.13 REVISED 1.13.13 CU[lipy ci c� Q� Qp w� 0 F w� • e O O • • ,v DWN BY: R. Fl, s, • CHECKED BY: D.D, • -r • SHEET NUMBER • A5.1 OF cNi A • N CU[lipy ci c� Q� Qp w� 0 F w� w � Ui P Q) aWP Q a o � iU v !? Q 10 c 02 co �p • C� qW.-SEW • O O • • ,v DWN BY: R. Fl, s, • CHECKED BY: D.D, • -r • SHEET NUMBER • A5.1 OF • s c� Q� Q) c • s O O • • ,v DWN BY: R. Fl, s, • CHECKED BY: D.D, • -r • SHEET NUMBER • A5.1 OF w DR HO TON HOMES MODEL: 1007 SUBDIVISION: THE RESERVE ATHIDDEN LAKE LOT — BLOCK: PG _ of KI'T'CHEN 36" UPPERS GARAGE LF F'I' 53" DR HOk`ION HOMES MODEL: 1667 SEPTEMBER 2013 .Q! SUBDIVISION: THE RESERVE AT HIDDEN LAKE LOT— BLOCK: OPT. LAUNDRY UPPERS PSI of KITCHEN 42" UPPERS Doors ylt" - r-24°_ "36„ UPPERS”' PARTS": z 0 a 3 cit 36" HIGH FLUSH ISLAND UOaI'SIj'I2: I - UM8 BLD Q� _UI+ _ - -- -• BAR TOP W/1 6" OVERHANG Imo. 1 - CM8 BLD (OFT',) W q c7 06� wo U PARIS: HDWE: o Go Q� o w Cl7 ------------ 3 - UF3 WD 7 �wm� x cit �m°z�uw co Cn zad 0V1 I - UF:342P (� m .1 - UF'3P (� 1-UF'6W1:.? .N r 1 - DWR3 .. 1 - FL24 (VOIDS) 1 - FP9 3 6J4 WD I� 100 2 - FL48 (ISLAND BACK r PANEL SUPPORT) / - 3 - GS12 Lr !l 1, a 2 - BTK8 PRT 2 - UM8 BLU I - OCM8 BLIT) (TOE CAP) V_ H Outlet (lr() I 3 - CM8 BLD w t HDWE: N - Gj a 15 BOORS J C`J ; �t 4 - DRAWERS Q) V) 1 Q 1 ' lei] 7 CI cM� � 7611 - B UIL:I-IN " PANTRY r 143" lldilnvtnio11,i siiedo,.;igl,mitull; TQ-6-ER'—LA UE i)e9i tler.JgnnlLvrNa}'llcut Dv,vivned:-9'182()- giscrl,av •iMac! to vcnlica tion on > 4 tP 13 Printed: 9!19:2013 jub itr uud ;rdjuslalvnl ht lit'1-lb qr 1 Thi'; iv all oriuilial cic;ieli unci rllml, n� conditions. v flat be released rn eo pied unless J' 1 npplieal-�lc fb:c has been paid or job urdcrphiecd. 1667h1'l 36(:1,(O9 -IR -1a) G1oorPlan � llr-ntin�m: I� calv:O l;2" P DR HORTON HOMES MODEL: 1667 GARAGE LEFT SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEP'T'EMBER 2013 LOT--. BLOCK: PG __ of— OPT. f_OPT. 30" LAUNDRY UPPERS All dilllelnion� sizeda i nation:; IJvsi necl: J.'1R- 013 3 TIMBEPLAKC L)c'li tiCr. S linilerNc}'cion t gn'vn and subject to vnlicutioll c"1 le+ - Muted: 911912 job .,ttIe and ad1u,1111er11 to IlLJob Thi 1rr u uri u:l dviiS :ld cculcttiolsy- 111u not be rdlc:lsed or copied unless applicable tcc has bQon paid orjob orderplaccd. 1667 13AT11,1;-6T 1':9 (lF(,O9-11-1.3') - P'Iour Plan GiARAGE L1i;147 SEPTEMBER 201:3 **42" UPPERS'* Doal:style: PARTS - 3 - UF3 WD 1 - U14,342P 1 - UF3P I - UF6 WD 1 - DWR3 00 1 - 1-124 (VOIDS) 4 1 - FP9034 WD 2 - FL48 (I;`3LAND BACK_ PANEL .SUPPORT) 3-CS12LC 2 - BTK8 PRT 2 - UM8 BLI) 1 - OCM8 OLD (TOE CAP) 3 - CM$ BLD I-IDWE< 15 - DOORS 4 -DRAWERS All dilllvlydutts ;i4c dc:,igu tliolle TIMBERLAKE DC'ii_ncr: Jvunirvt Nvyalotl 1)vui3uecl: 9.13 2O1 ; given ury ;ubjval to vcrilicatioll on S Ylintccl: 9:19%20 L jot.,tuW :uld adjuvhuvul to til joU r z Thi; is all oligiu:d dcsigll auld 121ccil. coudili[,°s uol be relcwled or copied unless I applicable lcc has been paid or job .;,. order placed. 1667 K1'1'42(i1,(()9-I8-I:i) Flour PIan Ih rtcin� f: I ticalc:0 L )" I' DR HOR'L'ON 1 -TOMES MODEL: 1667 GA.MGE; LEP7 SUBDIVISION: THE RESERVE A`1' IIIDDEN LAKE SEPTEMBER 201:7 LOT — BLOCK: PCI _ of COUNTERTOPS 42" �R R •R R I T KITCHEN TOP TOP COLOR: ED GE: 6" BEICKSPLASH IN KITCHEN 01�ILY USED COLORED CAULK R= 2 .1/2" RADIUS Alldlt13emiolia `;ILCdeSl ilabJlt;; TIMBERLAKE [1e l�llel:JellllllarPtet•dVll - llvr;ignG ] 9 1(1/ 01 3 aivcn ury su�jacl to verification ern c?"•.` _ Prin(ed: 9.'1x),2013 job si(e and adjuslnloll( U) til jub .: :; This is on wigival deigu:uad nlust. 0 condition;, i not be released or enpicd unless applicable The has bcon paid nr jrrb order placed. 166'%F.CI';6(i1,(0)-IK-13) - ---IluurPlan )llrawit 1 Iticalc:Ol ) I' DR MORTON HOMES MODEL: 1667 SUUDIVISION: THE RESERVE AT HIDDEN LAKE LOT _ BLOCK: Pr -I _ of BATHS 1 VSB -3 i134H. ,:-B WIT VSB zJ �1 I I.13TJ 1"I OWNER'S .BA`CI"I DoorsLyle:_ PARTS: 2 - T)F3P --- 1 - BTK8 PRT 1 - UM8 BLU HDWE: 5 - DOORS ***Pedestal Lavatory in Powder Room*** GARAGE LEI '1' SEP'T'EMBER 2013 66 : .............. --------- ----------- V15a� , E3U'IT BNr1J 2 Doorstyle- PARIS: I UF31 11 I - BTK8 PRT I - UM8 BLD 1 - OCM8 BLD HDWE: 2 - DOORS All dimeinion:.';ilvcicniLvrlations TIMBERLAKE Designer:JeurlilvrNetdol3 Uvsigna<I:9J18,2013 ,Vire11 ale Ribfjct to vcriliculiuu on c ` " Pliu(ed: 9/19/20 1-33 jut) ';itv and at 1jrl'fhncn1 W liL jub is :rt1 original de'iign and rllttsl. conditions. not be rcicascd or copicd unless applicable The has been paid or job order placed. 1667 HA HS-OPI S UL (09-1 h-13) I.loor Plan1' DR II(�RTON 1-I0NIE6 MODEL: 1667 GARAGE LEFT SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTEMBER 2013 LOT — BLOCK: PC of COUNTERTOPS OWNER'S BATH TOP COLOR: EDGE: R T BA'I'L 12 '1'OP COLOR:__ EDGE: R= 2 1/2" RADIUS All. di'll-lY1U11:, Gizc; dc�;igrlatiom; given aro ;ublccl to Veliiication on job siLo au(l adju'iimenl b) 11Ljcib condition;. 1667 1IATI1:1-OPT1-, U1. (U9-18-I:i Desiuticr: JvnniC rNo,,don Thi'j is all c Agin rl de9igu and !flus! not be rel .a3Cr1 or ccq)icd unlcs> applicable. The hay been paid nrlob order placed. flour Plan rc, C3 c -d �j c �v (1- w Lr) 9111&j2. 13 Printed: 9!111)2013 O : vi C� CABINET LAYOUTS 5'ALE: N.T.v. v ,J, • 53" a C .Q! P OPT. LAUNDRY UPPERS Doors ylt" r PARTS": z 0 a 2 - UF6P cit I - UM8 BLD Q� I - FL24 (VOIDS) r s � 1 - CM8 BLD (OFT',) W q c7 06� wo U mo 1 2�80 HDWE: o Go 4 - DOORS Cl7 ------------ a All dilllelnion� sizeda i nation:; IJvsi necl: J.'1R- 013 3 TIMBEPLAKC L)c'li tiCr. S linilerNc}'cion t gn'vn and subject to vnlicutioll c"1 le+ - Muted: 911912 job .,ttIe and ad1u,1111er11 to IlLJob Thi 1rr u uri u:l dviiS :ld cculcttiolsy- 111u not be rdlc:lsed or copied unless applicable tcc has bQon paid orjob orderplaccd. 1667 13AT11,1;-6T 1':9 (lF(,O9-11-1.3') - P'Iour Plan GiARAGE L1i;147 SEPTEMBER 201:3 **42" UPPERS'* Doal:style: PARTS - 3 - UF3 WD 1 - U14,342P 1 - UF3P I - UF6 WD 1 - DWR3 00 1 - 1-124 (VOIDS) 4 1 - FP9034 WD 2 - FL48 (I;`3LAND BACK_ PANEL .SUPPORT) 3-CS12LC 2 - BTK8 PRT 2 - UM8 BLI) 1 - OCM8 OLD (TOE CAP) 3 - CM$ BLD I-IDWE< 15 - DOORS 4 -DRAWERS All dilllvlydutts ;i4c dc:,igu tliolle TIMBERLAKE DC'ii_ncr: Jvunirvt Nvyalotl 1)vui3uecl: 9.13 2O1 ; given ury ;ubjval to vcrilicatioll on S Ylintccl: 9:19%20 L jot.,tuW :uld adjuvhuvul to til joU r z Thi; is all oligiu:d dcsigll auld 121ccil. coudili[,°s uol be relcwled or copied unless I applicable lcc has been paid or job .;,. order placed. 1667 K1'1'42(i1,(()9-I8-I:i) Flour PIan Ih rtcin� f: I ticalc:0 L )" I' DR HOR'L'ON 1 -TOMES MODEL: 1667 GA.MGE; LEP7 SUBDIVISION: THE RESERVE A`1' IIIDDEN LAKE SEPTEMBER 201:7 LOT — BLOCK: PCI _ of COUNTERTOPS 42" �R R •R R I T KITCHEN TOP TOP COLOR: ED GE: 6" BEICKSPLASH IN KITCHEN 01�ILY USED COLORED CAULK R= 2 .1/2" RADIUS Alldlt13emiolia `;ILCdeSl ilabJlt;; TIMBERLAKE [1e l�llel:JellllllarPtet•dVll - llvr;ignG ] 9 1(1/ 01 3 aivcn ury su�jacl to verification ern c?"•.` _ Prin(ed: 9.'1x),2013 job si(e and adjuslnloll( U) til jub .: :; This is on wigival deigu:uad nlust. 0 condition;, i not be released or enpicd unless applicable The has bcon paid nr jrrb order placed. 166'%F.CI';6(i1,(0)-IK-13) - ---IluurPlan )llrawit 1 Iticalc:Ol ) I' DR MORTON HOMES MODEL: 1667 SUUDIVISION: THE RESERVE AT HIDDEN LAKE LOT _ BLOCK: Pr -I _ of BATHS 1 VSB -3 i134H. ,:-B WIT VSB zJ �1 I I.13TJ 1"I OWNER'S .BA`CI"I DoorsLyle:_ PARTS: 2 - T)F3P --- 1 - BTK8 PRT 1 - UM8 BLU HDWE: 5 - DOORS ***Pedestal Lavatory in Powder Room*** GARAGE LEI '1' SEP'T'EMBER 2013 66 : .............. --------- ----------- V15a� , E3U'IT BNr1J 2 Doorstyle- PARIS: I UF31 11 I - BTK8 PRT I - UM8 BLD 1 - OCM8 BLD HDWE: 2 - DOORS All dimeinion:.';ilvcicniLvrlations TIMBERLAKE Designer:JeurlilvrNetdol3 Uvsigna<I:9J18,2013 ,Vire11 ale Ribfjct to vcriliculiuu on c ` " Pliu(ed: 9/19/20 1-33 jut) ';itv and at 1jrl'fhncn1 W liL jub is :rt1 original de'iign and rllttsl. conditions. not be rcicascd or copicd unless applicable The has been paid or job order placed. 1667 HA HS-OPI S UL (09-1 h-13) I.loor Plan1' DR II(�RTON 1-I0NIE6 MODEL: 1667 GARAGE LEFT SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTEMBER 2013 LOT — BLOCK: PC of COUNTERTOPS OWNER'S BATH TOP COLOR: EDGE: R T BA'I'L 12 '1'OP COLOR:__ EDGE: R= 2 1/2" RADIUS All. di'll-lY1U11:, Gizc; dc�;igrlatiom; given aro ;ublccl to Veliiication on job siLo au(l adju'iimenl b) 11Ljcib condition;. 1667 1IATI1:1-OPT1-, U1. (U9-18-I:i Desiuticr: JvnniC rNo,,don Thi'j is all c Agin rl de9igu and !flus! not be rel .a3Cr1 or ccq)icd unlcs> applicable. The hay been paid nrlob order placed. flour Plan rc, C3 c -d �j c �v (1- w Lr) 9111&j2. 13 Printed: 9!111)2013 O : vi C� CABINET LAYOUTS 5'ALE: N.T.v. v ,J, • a 4-4 z 0 cit Q� r s � W q • CABINET LAYOUT5 • DWN BY: R.R. CHECKED BY: D.D. • HEETppNUMBER • C9-1 OF • 0- vW z 0 Q� g v W q c7 06� wo mo 1 2�80 7 �wm� x cit �m°z�uw zad 0V1 • CABINET LAYOUT5 • DWN BY: R.R. CHECKED BY: D.D. • HEETppNUMBER • C9-1 OF • s • z 0 Q� 1,121 • CABINET LAYOUT5 • DWN BY: R.R. CHECKED BY: D.D. • HEETppNUMBER • C9-1 OF • 0 o ° a F t- ° i• O 2"X6" FACIA +a ° of ° OUT LOOKERS CU 24" O.C. -- ARROW INDICATES LONG DIR. OF PLYWD. GABLE END TRUSS (WEBS REMOVED, FOR CLARITY) X = 8d RING SHANK ©3" O.C. ON EACH SHEET OF PLYWOOD 0 = 8d RING SHANK @ 6" O.C. ON EACH SHEET OF PLYWOOD ❑ = 8d RING SHANK O 8" O.C. ON EACH SHEET OF PLYWOOD NAILING 8C: HED./GA5L SCALE: N.T.S. FUPGE LINE 0 = 8d ringshank © 6" O.C. ON EACH SHEET OF SHEATHING NAILING SCHED./HIi� SCALE: KT,9. SCHEDULE- 145 rnph ZONE (M4X) + + { + # + + 7d RING -r SHANK w 3" O/C # + + ' + +/ +.`h 'a �ABI_E SND UJAL!_ OR OR BUILDING SND ZONE ad RING SHANK �" O/C #+ + + + + + + { + +" ad RING SHANK � r" O/C INTI=RM>=DIATE +++{+#+++++ �HEATI-TING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION 51MPSON MMT51a W1 (4) 1/4" x 1 1/2" TAP - CONS INTO TIE BEAM RI;TROEIT-MTS ,ANCHOR TYPICAL META / HETA INSTALLATION I TYPICAL HTS INSTALLATION "I x BUILT-UP COLUMN LL EVERY NAIL OLE W/16d AILS '8"0x8" "J" BOLT OR '8% WEDGE ANCFIOR MIN. 5" EMBEDMENT �,-- GIRDER TRUSS SIMPSON r r HTP + + + + h TYPOLE ___---,FILL W/16d h + + NAILS &.l Wood framing structural members: Southern Yellow lire 2X TOP PLATE 3/4"0 THRU BOLT To of sole late to stud, l6d common { } «' 1 and nailed # + + « h h h + + ! +'# Stud to sole late, toe nail + + « h 1 + « ! h 4 Doubled studs, face nail E L 7L -L Doubled to plates, face lod common Oro" a Ion each nail Southern Yellow + Continuous header to 8d common 3 stud, toe nail +}r Desigr methods. 1X8 sheathin or less to 8d common + F each bearin , face nail �.l Gang -Lam. stress grades shall provide the following minimum properties: h h h 4 h /-RIDGE LINE h !+}+ { 3.1 The foundation system for the attached project is designed for a minimum soil Build-upcorner studs I&d common 24" O.G. Build -u riders and beams u to three members �f� 32" O.C. at top and bottom and h h 1 h ++ h h Table R401.4.1 (FSC -r) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey +{ 1 h 1 h � + h « 1 ! 1 Fcil = 3,180 PSi (parallel) splice 1/2" Cx sum Sheathingll a I-1/2" 4`0.C. at edges h 1' 1'"! + + + h 1 " h h + + h h ! r + # + } 1 1 h 4 + 8" o.c. at other bearin + h } ! + h } 4 ! 1 h + 1 1 « ! h + } + 1 h « ! h h + + + 1 h h + 1 ! « ! 1 + + } h } h + + + « h h h ! + + + } 1 + + + -1/16" head 8" o.c. a t other bea r i n Cx sum Wallboard r + + + + + +h+ h + h h + r r h + + + + h h ! h + ' + +'1'h"+ + + 1 1 r ! h h + + + h r +� + + } 1 + r r + + + + + + i. r h + + + } 1 SCHEDULE- 145 rnph ZONE (M4X) + + { + # + + 7d RING -r SHANK w 3" O/C # + + ' + +/ +.`h 'a �ABI_E SND UJAL!_ OR OR BUILDING SND ZONE ad RING SHANK �" O/C #+ + + + + + + { + +" ad RING SHANK � r" O/C INTI=RM>=DIATE +++{+#+++++ �HEATI-TING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION 51MPSON MMT51a W1 (4) 1/4" x 1 1/2" TAP - CONS INTO TIE BEAM RI;TROEIT-MTS ,ANCHOR TYPICAL META / HETA INSTALLATION I TYPICAL HTS INSTALLATION "I x BUILT-UP COLUMN LL EVERY NAIL OLE W/16d AILS '8"0x8" "J" BOLT OR '8% WEDGE ANCFIOR MIN. 5" EMBEDMENT SIMPSON HTT TYP. FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 HTT I TYPICAL HTT TO BUILT -Ula COLWN DETAIL RM2UIRSO SAMT1' G .AZIN iN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS �,OCAT I ONS FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 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 EDCE 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: 1. 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. 3. 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. CONT. #rte l3,< ,a -a 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") (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) Structura I Note& 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 P11ST NAILING NOT TO SCALE I.) CODES: 1.1 The Florida 5uildirg Code (2010 Edition). 1.2 Building code requirements for reinforced concrete CACI 31800 STD. 130' NOOK `--POND BEAM �,-- GIRDER TRUSS SIMPSON 3 at each joist HTP EVERY NAIL TYPOLE ___---,FILL W/16d 2.3 NAILS &.l Wood framing structural members: Southern Yellow lire 2X TOP PLATE 3/4"0 THRU BOLT To of sole late to stud, SIMPSON HTT TYP. FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 HTT I TYPICAL HTT TO BUILT -Ula COLWN DETAIL RM2UIRSO SAMT1' G .AZIN iN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS �,OCAT I ONS FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 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 EDCE 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: 1. 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. 3. 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. CONT. #rte l3,< ,a -a 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") (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) Structura I Note& 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 P11ST NAILING NOT TO SCALE I.) CODES: 1.1 The Florida 5uildirg Code (2010 Edition). 1.2 Building code requirements for reinforced concrete CACI 31800 STD. 130' NOOK `--POND BEAM �lU#5 VERTICAL To TOP OF BOND BEAM STEP MASONRY WALL STEP NOT TO SCALE NAILING SCHEDULE Led er strip1/od common 3 at each joist Sole late to joist or lrod common i�" O.C. blockin , face nail 2.3 structures (,OSCE 1.10). &.l Wood framing structural members: Southern Yellow lire li ht metal late connected wood trusses" b the truss late institute, TFI 1, ed. and g K' y p 1.4 To of sole late to stud, l6d common 2 and nailed load for shingle roofs: 25 FSF(15 FSF T/C 4 10 FSF D/C) dead load for the roofs. buildings (Alec 9th edition). "Design Stud to sole late, toe nail 8d common 4 Doubled studs, face nail E L 7L -L Doubled to plates, face lod common Oro" a Ion each nail Southern Yellow eGl e Continuous header to 8d common 3 stud, toe nail �lU#5 VERTICAL To TOP OF BOND BEAM STEP MASONRY WALL STEP NOT TO SCALE NAILING SCHEDULE Led er strip1/od common 3 at each joist Sole late to joist or lrod common i�" O.C. blockin , face nail 2.3 structures (,OSCE 1.10). &.l Wood framing structural members: Southern Yellow lire li ht metal late connected wood trusses" b the truss late institute, TFI 1, ed. and g K' y p 1.4 To of sole late to stud, l6d common 2 and nailed load for shingle roofs: 25 FSF(15 FSF T/C 4 10 FSF D/C) dead load for the roofs. buildings (Alec 9th edition). "Design Stud to sole late, toe nail 8d common 4 Doubled studs, face nail lOd common 24" O.G. Doubled to plates, face lod common Oro" a Ion each nail Southern Yellow eGl e Continuous header to 8d common 3 stud, toe nail OTHERWISE ON FLANS Desigr methods. 1X8 sheathin or less to 8d common 2 each bearin , face nail �.l Gang -Lam. stress grades shall provide the following minimum properties: Over 1X8 sheathingto 8d common each bearin face n i l 3.1 The foundation system for the attached project is designed for a minimum soil Build-upcorner studs I&d common 24" O.G. Build -u riders and beams u to three members 20d common 32" O.C. at top and bottom and Table R401.4.1 (FSC -r) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey sta erect 2 ends Fcl = 1020 PSi (perpendicular) at each Fcil = 3,180 PSi (parallel) splice 1/2" Cx sum Sheathingll a I-1/2" 4`0.C. at edges -1/1&" head 8" o.c. at other bearin sum Sheathin 11 a 1-3/4" 4"O.C. at ed es -1/16" head 8" o.c. a t other bea r i n Cx sum Wallboard 4.1 Concrete compressive strength at 28 days: 3000 psi (normal weight). 1/2" 1-3/8" dr wall nail �1"O.C. on ceilings reinforcing bars: ASTM A(o15 (Gra ole &0). 8"O.C, on wails 4.3 Welded wire fabric (WWF).. ASTM A185, 5/8" 1-1/2" dr wall nail �f"O.C. on ceilin s 83 8.4 Structural steel to be ASTM 43& unless noted otherwise. Steel Wide Flange to be ,ASTM 4592 unless noted otherwise. 8"O.C. on walls Hardboard Lapp Sidin , 8d corrosion resistant I�" O.C. at to Direct to tis with minimum shank and bottom ed es Welded corrections: E10XX electrodes, minimum size fillet welds 3/10", A.U5 certified welders, dia. of 0.0990 inch with e x» wl.4x wl.4 W.W.F_ at mid depth of slab. fibermesh may be used in lieu of WWF 8.(a and minimum head contractor's option, dia. of 0.240 inch web, of a thickness equal to beam flange thickre5s, located at the center line of the tube column. 4.-1 Concreting operations shall comply with ACi standards. 5.1 Hardboard La Sidin , 10d corrosion resistant Iro" O.G. at to overs eat ince, with minimum shank and bottom ed es 90 dec� roe hooked bare shall have a 10" leg and be bent with a radius OF 2" dia. of 0.0990 inch 9.) TRUSSES: 5J and minimum head dia. of 0.240 inch Design and construction shall conform to the specification of the National concrete masonry 9.1 ALL CONNECTORS SPECIFIED AS FER SIMFSON CATALOG C-2011. CONTACT Hardboard Panel sidin_ , 66 corrosion resistant �" O.C, at ed es irect to btud5 with minimum shank 12" O.G. at 9.2 PRE-ENGINEERED WOOD TRUSSES TO 5E SPACED 24" 0,' C. TYPICAL dia. of 0.0920 inch Intermediate and minimum head supports Mortar shall be type 5 or M. dia. of 0.225 inch 9.3 IF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS 5.4 All 5lock cells and cavities below grade shall be filled with concrete. Hardboard Panel sidin , 8d corrosion resistant 6" Off'. at ed es Over to �s with minimum shank 12" O.G. at openings greater than or equa I to 6'-0" fill cells w/(2) �5 vert. shall be located at each dia. of 0.0920 inch Intermediate and minimum head supports CONSTRUCTION COS"1'3 RESULTING FROM TRUSS PACKAGE REVISIONS DEVELOPED DY OTHE dia. of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other 0.) WOOD: 2.2 5a lconie5 -&0 FSF live load or adjacent living space live load. �.2 [Design, fabricate and erect wood trusses in accordance with the "deli n s ecif ication for p2001 2.3 structures (,OSCE 1.10). &.l Wood framing structural members: Southern Yellow lire li ht metal late connected wood trusses" b the truss late institute, TFI 1, ed. and g K' y p 1.4 Specification for the design, Fabrication and erection of structural steel for Header5/5eams/Fo5t5± Southern Yellow Fine 1*1 3031, 2008 ed. (if applicable). load for shingle roofs: 25 FSF(15 FSF T/C 4 10 FSF D/C) dead load for the roofs. buildings (Alec 9th edition). "Design Dearing Wall Wood Stud Framirg± Southern Yellow Fire *12 studs 2"x 4" spaced � 12" O.C. 1.5 Specification for light metal plate connected wood trusses" by the Truss Southern Yellow Fine �2 studs 2"x (o" spaced � 1(o" OC shin les over felt. 5/8" C.D. rade plywood (19/32" 033) when usin concrete / ceramic tile roofing g g p y � g Plate Institute (Till) 1985 Edition, Southern Yellow line "1 studs 2"x 4" spaced a 1(O" O.C. 2.) DESIGN CRITERIA: UNLESS NOTED OTHERWISE ON FLANS Desigr methods. 2.1 Dwelling floors - 40 F5F live load. BY 2.2 5a lconie5 -&0 FSF live load or adjacent living space live load. �.2 [Design, fabricate and erect wood trusses in accordance with the "deli n s ecif ication for p2001 2.3 Walkways - 8O FSF Live load. li ht metal late connected wood trusses" b the truss late institute, TFI 1, ed. and g K' y p 2.4 Woof over living areas - 30 FBF live load. 11 FSF (I FSF T/C 4 10 FSF E3/C) dead 3031, 2008 ed. (if applicable). load for shingle roofs: 25 FSF(15 FSF T/C 4 10 FSF D/C) dead load for the roofs. �•3 All exposed wood or wood in Contact with earth or concrete to be pressure treated. 2.5 Wind Speed -139 MFH and has been interpolated as allowed by note 2 in Figures 8301.2(4) (o•4 Roof sheathing: 1/2" C.D, grade plywood (or 15/32" 035), when using fiberglass/asphalt and 1�09A in the FBG -Residential arca FDC. Interpolation has been conducted using U shin les over felt. 5/8" C.D. rade plywood (19/32" 033) when usin concrete / ceramic tile roofing g g p y � g cn the property location and the Applied Technology Council Windspeed Weo5ite. (o•5 Untreated wood shall not be in direct contact with concrete. SEAT plates shall be provided 2.& Note all structural members in the residence will be designed using Allowable Stress at bearing locations without wooden top plates. Desigr methods. -l.> GANC:x- LAM LUL: 2.1 Net uplift dead loads 10 FSF Shingle 15 PSF tile. �.l 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 Fb = 3,100 FSI bearing pressure of 2000 psf. The soil bearing pressure is in compliance with Ft - 2,300 FSI Table R401.4.1 (FSC -r) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey Fcl = 1020 PSi (perpendicular) : ravel (SlU Sl SM SC GM and CSC) Fcil = 3,180 PSi (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to Fv = 290 F5i verify that the on-site soil conditions fulfill the soil design characteristics listed here. Contact engineer if other types of LUL beams are to be used. Contractor to submit geotechnical engineering report to Engineer of Record for review. 4.) CONCRETE: 8J STEEL: 4.1 Concrete compressive strength at 28 days: 3000 psi (normal weight). 8.1 8.2 installation of all steel to be performed by a qualified licensed steel erector. Fabricate "Specifications 4.2 reinforcing bars: ASTM A(o15 (Gra ole &0). and erect all structural steel in accordance with RISC for the design, 4.3 Welded wire fabric (WWF).. ASTM A185, fabrication, and erection of structural steel for buildings. 4.4 Detail reinforcement in accordance with ACI 315, 83 8.4 Structural steel to be ASTM 43& unless noted otherwise. Steel Wide Flange to be ,ASTM 4592 unless noted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. 8.4 Steel tubing shall be ASTM A500, grade D. 4.& Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced 8.5 Welded corrections: E10XX electrodes, minimum size fillet welds 3/10", A.U5 certified welders, with e x» wl.4x wl.4 W.W.F_ at mid depth of slab. fibermesh may be used in lieu of WWF 8.(a 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 thickre5s, located at the center line of the tube column. 4.-1 Concreting operations shall comply with ACi standards. 5.1 The steel frame is "non -self supporting", Adequate temporary support shall be provided by the 4.8 Lap splice shall be as follows: 00 bar 30", #5 bar 30", *14 bar 24", 413 bar 18". Contractor until required connections or elements are in place. 4.9 90 dec� roe hooked bare shall have a 10" leg and be bent with a radius OF 2" 9.) TRUSSES: 5J MASORRY: 5.1 Design and construction shall conform to the specification of the National concrete masonry 9.1 ALL CONNECTORS SPECIFIED AS FER SIMFSON CATALOG C-2011. CONTACT ,Association and ACI 530. Contractor is Solely responsible for all temporary bracing and shoring THE STRUCTURES G ROUF, INC., FOR ALL CONNECTOR SUBSTITUTIONS, required during construction. 9.2 PRE-ENGINEERED WOOD TRUSSES TO 5E SPACED 24" 0,' C. TYPICAL 5.2 Minimum masonry unit strength: (Fm) 1900 FSI UNLE55 NOTED OTHERWISE ON TRUSS ENGINEERING FACKAC:�E, 5.3 Mortar shall be type 5 or M. 9.3 IF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS 5.4 All 5lock cells and cavities below grade shall be filled with concrete. 15 REVISED B�' ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 Fill cells w/(1) �5 bar shall be located FER FLAN ( 4'-0" O/C TYF.) at each corner and each side of DESIGN PROFESSIONAL), IT 15 THE CLIENTS RESFONSIBIL ITY TO SUBMIT CHANGES TO openings greater than or equa I to 6'-0" fill cells w/(2) �5 vert. shall be located at each THE STRUCTURES r ROUP, INC. FOR REVIEW. THE CLIENT iS RESPONS15LE FOR ANY side of openings 10'-0" and greater, at all girder bearings, including hip=set girders. CONSTRUCTION COS"1'3 RESULTING FROM TRUSS PACKAGE REVISIONS DEVELOPED DY OTHE WE C/] C!D a 0� �0 co co v � � P 0 o ®rl �to'D Go � W0) ;4 E-4 E� D RiPRDDUCIION G1 ""IS PRp�I PE NOTE IT I5 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL ORAWNNGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIM AND SEALED DRAWINGS MUST BE BROLIGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VEWY ALL DMENSIONS PRIOR TO START OF ANY THE SIRUCTURIES GROUP IS NOT RESPON9®LE FOR ANY DW04SKM& THE STRUM IES GROUP IS RETE FOR PROPM COMMS TO OIMGRIAI. STRUCTURE 51101Nt ON 111E PAGES ONLY. THE STRUCRM OR" IS NOT FEWONS01 FOR EXISM STRUCTURAL O%WOMENM To the best of the engineer's knowledge, r_kie pians and sper_.ifi(�ations comply with the minimum requirements of The Florida Buildiny Code - Res;idential. (29W Editkm) Pkat• and opwaifroutkn*aoW N with tha Plerlda bark - f81DEFlTI , seetlen R91DT lam .doodwrtron) Plan» and speciftmtkimly with tho Florida 139tA 17u( itien) •Nonan l M Ter l!" *ph wind zmw Thi• #*rstokv to valid for 13 a "ft after Ow dato it f• • and sealwd or until thw roWrs mw" of thw 3 eedttion or thw Marlds Elulldrrea Cods to ahar>p�d, this drawing p •1� arid *"lend for tier structural portion• tFw nir� an Aref:Aterotural, eelaGtrrall, or m.ot'se 21 s T1s, rf sheer, arw for tie AI arN. only and arae not oovwrwd isiela REV. DATE & COMMENTS BY F o Z J Q U) w � 0 = Z 0 J � U p cn 0 JOB NUMBER: 2012 DATE: JUNE 1, 2013 DRAWN BY : SCALE: SHEET NUMBER S1 SIGN & SEAL to Ineulet Ic9nom open celled sprayed foals kieulation "tam with equivalent kroulatlon ratkq of R -W is approved for uee in the roor framN "ten. k*ulation byatem to be k*talled 4�y Certified Iayrterle k*ulation i *taller. kwtal er to provide Cowactor with k*ulation Certificate at time of Wotallatiom PRE-ENGINEERED WD TRUSS 024" O.C. U.N.O. 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) \� (TYP) I VARIES 15 LB ROOFING FELT (SHINGLES) RA MIN. INS&CATION HURRICANE ANCHOR ® EACH TRUSS (SEE UPLIFT SCHEDULE) SHINGLES OR CONCRETE TILE (INSTALL AS PER MANUFACTURER) SHINGLE ROOfS1`STEM TILE ROOF SYSTEM DM' RAPLAW SAMOR Of P1/9R' iw4®1AFft OE® bFBAiFiNdaY 8k d1TMRNGb 144ATl7� t® K07W4W TO t11115M WIN" TMIJO <b WiTH Od I41*404AW RNID FIAMC K416•b s 3W/C HALO 3'0AC DOUNDAM6, `' DOUWAPM, 0AC mxb / O' TOP SPLICE OUBLE 10d 2� MZN 0cRDWAtO anFIW On RLD NOTE: _/- DRIP PLATE LENGTHS MUST BE 1/2" CD (CEILING FASCIA BOARD AT LEAST 8'-0" LONG. TYPICAL DENSITY BOARD) TOP PLATE 5PLICE W/ 1 3/8" DRYWALL = 8"X8"X16" KNOCK -OUT BLOCK NAILS OR DRYWALL W/ 1#5 CONT. FILLED " O/C SCREWS 7 CLG.& 8" 0/C WALLS W/ 2500 P.S.I. CONCRETE SEE UPLIFT SCHEDULE 1X P.T. NAILER - 8" C.M.U. TYPICAL FOR UPLIFT CONNECTIONS STD. 90' HOOK SEE DETAIL THIS SHEET TYPE "S" MORTAR R4.2 MIN. INSULATION _ / ON EXT. BLOCK WALLS //2 SYP. DOUBLE TOP PLATE - 1X WD FURRING DECORATIVE COATING SIMPSON SP4 CONNECTOR ®24" O.C. 1/2" GYPSUM t _ WALLBOARD U.N.O. _ (1) #5 VERT. REBAR IN FILLED 1/2" CDx PLYWOOD OR 7/16" CELLS. SEE FOUNDATION PLAN O.S.D. SHEATHING REQ'D. FOR FOR LOCATION. ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. a' C.M.0 WALL w/ DURO-WALL ATTACH SHEATFING W/ 8d HORIZONTAL WALL REINFORCEMENT RINGDSHANK NAILS @ 3" O.C. @ 1X P.T. BASE NAILER fE L AT EVERY 3rd, COURSE CONT. BOUNDARIES, 4" O.C. @EDGES, BASEBOARDLA " INSPECTION PORT AND @ 6" O,C. © FIELD ACH FILLED CELL TYPICAL MIN. 2500 PSIRMITE PROTEGTION MU5T COMPLY WIT SEG. lOq.3.4, CONC SLAB03.8, 1503.6, 1816, 2303,1.5.3.1, 2303.1.8 AND 2304.11 (FBG 2010) 6X6 Wl.4XW1.4 WWFEADER BLOCK U.N.O. z SIMPSON SP4 CUNNECTOR-00 0 GRADE CD EACH STUD 6 MIL VAPOR BARRIER\\\\\\/J \\\ NOTES: 3 1/2" MIN. / / /\/\ N 1. FILL ALL CELLS WHEN J j N G STEM WALL IS BETWEEN CLEAN POISONED AND COMP. \i\//�//\// w J 24" AND 40" IN HEIGHT y �— G SOIL. (95% MODIFIED PROCTOR \//\/ o ABOVE GRADE. - z u........ .. �� o / //\\//. PER ASTM D1557 , -_ _ 3 1/2" MIN. STD. 90° HOOK 1 3 1/2" N SEE PLAN 3 2. FOR STEM WALLS MIN. CLR. (SEE DETAIL) GREATER THAN 40" \ `; SEE PLAN HIGH- CONSULT ENGINEER SEE PLAN 4" SEE PLAN 8" TYPICAL 5TEMWALL WALL SECTION r7� U.N.O. MIN. Od © 8" 0/C BOTTOM SPLICE OVER STUD SCALE: N.T.S. 12 RE -ENGINEERED WOOD TRUSSES Q 24" 0/C (TYP) 5 I= ELEV. PLIFT CONNECTOR (SEE SCHEDULE) r�_,_DOUBLE 2„x4" .FOP PLA,FE SIMPSON SP4 © EA. STUD CRICKET AS REQUIRED "5 REBAR, GRADE bra (SEE PLAN FOR NUMBER AND LOCATIONS) CMU MASONRY UNITS COMPLY WITH ¢4 ASTM CE0, GRADE N W/ F'm = 1900 PSI. TYPE '5' MORTAR. GROUT ALL CELL5 SOLID. �- GROUT =3,000 P51. SLUMP RANGE a- 11'. ROD OR V15RATE GROUT -\ ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH A5TM 0476-83 AND BE EITH� FINE GROUT. 0WOOD WALL ATTACHMENT ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x2Y2 WOOD MASONRY WALL OR WOOD SCREW @ 8" O.C. OR A5 REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL MEET REQUIRED WIND PRESSURES. °o ggSSd°SS0SSS 8 S o°SgSd8��8988°° - 088888888 8°8° ° OPENING - a \ -- - °Ss88�SbY8SY�8800°° L PREFORMED POWERS STEEL _ -7 REPAR, GRADE 60 8°08800°0� 8 LINTEL SHALL BE 8 Y8888 GALVANIZED COIL STEEL A5 S _/ (SEE PLAN FOR 8 88 038 0 MANUFACTURI=D BY POWERS-` SIMPSON SP4 (� EA. STUD(SEE SSo —� 8 STEEL AND WIRE PRODUCTS, 2"x P.T. PLATE MAIN SPAN ROOF TRUSS LOCATIONS) /\ INC. STEEL GRADE SHALL BE MASONRY WALL ATTACHMENT 1/2"0 WEDGE TYPE �J ANCHOR BOLT @ 24" O.C. W/4" MIN. EMBEDMENT STUD OPTIONS; 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 2"x 4" SYP #1 SPACED @ 16" O.C. AND FILLED W/ 2500 PSI CONCRETE R-11 INSULATION 1 #5 VERT. IN CONC. FILLED CELL W STD. 90° HOOK IN K.O. BLOCK (1) ROW `Lx BLOCKING FOR WALL HGT. 58'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". LOAD BEARING OR EXTERIOR WALL 1/2" 0 EPDXY ANCHOR @ 24" O.C. W/6" MIN. EMBEDMENT (USE SIMPSON SET EPDXY) OR 1/2" X 6" J BOLT @24" Q.C. ..._......: ....6X6 .W1.4XW1.4 WWF G ..b........_..............�, .Et::1 r a CON -TRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S. DOCUMENTATION TO INSPECTOR FOR REVIEW. 1x P.T. BASE NAILER 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL BASEBOARD ` 6x6 W1.4xW1.4 WWF— in STD. 90" HOOK �I (SEE DETAIL) a _ // BARRIER ZLj IAPOR \/ :2 L \/ �/ \ 3" MIN. CLR. CLEAN POISONED AND COMP. #5 REBAR CONT. SEE PLAN SOIL. (COMPACTED TO 95% MODIFIED ON 3" CHAIRS TYP. PROCTOR ASTM D1557) SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOW. ALTERNATE MONO-FOOTiN( -3 r 2 1/2" MIN. PLYWOOD SHEA-THING NAILED W/ 8d RINSHANK NAILS @ 3" 0/C BOU 4" O/C EDGES, AND 6" 0/C FIELD. (1) ROW OF BLOCKING FOR WALL 8'-6" (2) ROWS FOR WALLS > 8'-6" 1/2% WEDGE TYPE ANCHOR BOLT @ 24" O.C. W/4" MIN. EMBEDMENT 6X6 W1.4XW1.4 WWF — SCALE: N.T.5. 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. WOOD SIDING TO FINISH 6" ABOVE FINISHED GRADE OR DECORATIVE CEMENT OVER WIRE LATH IMPSUN SP4 @ EA. STUD P."f. PLATE LTJ J z BARRIER APOR \/\ o - \\\/\\\�N A cn / _ MIN. CLR. ` #5 REBAR CONT, SEE PLAN ON 3" CHAIRS TYP. SEE PLAN TYPICAL EXTERIOR FRAME WALL r3 MONOLITHIC FOOTING SCALE: N.T.S. T''PiCAL E5EARiNG WALL @ 5T SCALE; N.T.S. NOTE: SEE SECTION C/S2 FOR ADDI TIONAL INFORMATION SIMPSON SP4 CONNECTOR—� 2"x PLATE - (1) ROW 2x BLOCKING FOR WALL HGT. ,8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". 1/2"0 WEDGE TYPE ANCHOR BOLT @ 24" O.C. W/4" MIN. EMBEDMENT i 6X6 W1.4XW1.4 WWF 4 Q 0- #5 CON -r,/ \\ NOLTE 1/2"0 KWIK BOLT II 8" SEE PLAN 8" W/ 6" EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS. TYPICAL INTERIOR E3EA{;,:)ING WALL 5 SCALE: N.T.5. NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT /-KNOCK-OUT BLOCK W/ (1) #5 NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. 1. L VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. C� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. lJ OPENINGS LESS 'THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL A55EMF__,LY SCALE: N.T.5. SCALE: N.T.S. /_8" C.M.U. -SINGLE 2"x P.T. STUD -#5 VERT. IN FILLED CELL 1/2" x 6" "J" BOLT @ 24" O.C. VERT. OR 1/2" X 6" WEDGE ANCHOR ?"x P.T. PLATE FRAi'1E WALL TO C.M.U. WALL CONNECTION SCALE: N.T.S. (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN UNLMPSON MSTA24(9 ESS NOTED OTHERWISE ON PIND AN LES 2-ROWS 16d NAILS STAGGERED 16" 0/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED @ 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS @ 16 0/C TYP. SEE FLOOR PLAN FOR HEADER SIZE 2"x4" CRIPPLE STUD (1) 2"x4" TRIMMER TYPICAL SEE STUD (TYP.) FLOORPLAN FOR COLUMN \ SIZE \ UNLE SIMSP NOTEDT0 EACH POST OTHERWISE ON PLAN r P.T. BOT. PLATE * UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD SEARING/EXTERIOR WALL HEADER DETAIL -1 SCALE: N,T,5. EXP TYPICAL GARAGE DOOR 1�ECE55 SCALE: N.T.S. ND ° ASTM A5'10 GRADE C (Fy = 2X P f BUCKS ATTACFIED TO MASONRY W/ jsg°x24' MIN EMBED 7APCON MASONRY SCREWS AT 8" O.C. MAX AND SHORE LINTFSKS)REQUIRED TO COMPENSATE FOR DEAD AT 4" FROM CORNERS. SET BUCKS IN CONTNUOUS LOAD DEFLECTION OF SEALANT BED NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF NON -CURED MASONRY GROUT, THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. CURING. P0UJER50X LINTEL SEAM DETAIL I -i WINDOW / DOOR BUCK ATTACHMENTS iS SCALE: N.T.S. 6X6 Wl.4XW1.4 WWF OR FIBERMESH A................ ....................... _..:.......:.......................... GRADE p ` ..a...�..., ` 777, 4" 8" (1) #5 CONT. MIN. TYPICAL THICKENED SLAB EDGE 1 10 SCALE: N.T.S. TRU55E5 4 / 5EE UPLIFT SCHEDULE a' ' TOP COURSE a"xa"xl6" CONC. K.O. BLOCK W/ • POURED CONC. 8 IX6 PT 1-"E� REINR CONT, PRECAST CONC. LINTEL W/ REINFORCING TENDERED DOOR TRACK GLA55 (5EE FLOOR PLAN) 4" CONCRETE SLAB &'X 6" WIAWL4 WWF n a p a4 4, o a s 11 SGD SECTI❑N NOT TO SCALE SET TRACK IN A FULL BED OF CAULK CLEAN, POISON AND COMPACT SOIL (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) SEE PLAN NOTE: INSET TRACK FROM OUTSIDE FACE OF BLOCK 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, 4" 0/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS: 2"x 4" SYP #2 SPACED @ 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" O.C. < 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" WOOD SIDING TO FINISH 6" 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR ANCHOR BOLT ©24" O.C. DECORATIVE CEMENT W/5" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF SIMPSON 114 @ EA. STUD 2X P.T. PLATE -- ` E U) GRADE X\\//< d 6MIL VAPORBARRIER 'X //, CLEAN POISONED AND COMP. //\// // w< SOIL. (95% MODIFIED PROCTOR J PER ASTM D1557) 3" ` MIN. CLR, NOTES: SEE PLAN SEE PLAN 1. FILL ALL CELLS WHEN ON 3" CHAIR STEM WALL IS BETWEEN 24" AND 40" IN HEIGHT ABOVE GRADE. 2, FOR STEM WALLS GREATER THAN 40" HIGH- CONSULT ENGINEER TYPICAL EXTERIOR STEM WALL FOOTING ME W SCALE: N.T.S. SILL UNDOW SECTION K13 SCALE: N.T.S. PRECAST LINTEL (W/(1) #5 CONT. FOR OPENINGS GREATER THAN W-0". SEE PLANS FOR ADDITIONAL REQUIRED REINFORCEMENT. WINDOW BUCK r - ALUMINUM WINDOW CAULK ®EA. WINDOW PRECAST CONC. SILL TYP- SECTION THRU WINIDO rI4 5CALE: N.T.5, \ / EXTEND FILLED CELL 1, ; TREINFORCEMENT TO PAD MAT REINFORCING LINE OF CONT. STEM WALL FOOTING z CONT. FOOTING -� STEEL SEE SCHEDULE 3 & FND. PLAN FOR FOOTING DEPTH MIN. & REINFORCEMENT TYPICAL PAD FOOTING DETAIL FOR STEMUALL FOUNDATION SCALE; N.T.S. FILLED CELL W/ #5 VERTICAL 4) 1/2"0 x 6" 'J" BOLTS x@24" O.C. OR 1/2" X 6" WEDGE TYPE ANCHOR ONT. WOOD TRIM b 4 ' 2"x6" P.T. WOOD JAMB NOTE: SEE PLAN FOR GARAGE DOOR f 1 h ENGINEERED WINDSPEED DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYPICAL GARAGE DOOR TRACK MOUNTING DETAIL SCALE; N.T.S. J --- 0 0 In 0 L3 03 0 >� ► o� co9) 00 c t) PN4 . w �l W C/] 0 Ag p •-, :u� 0 M to 19 c_) CQ m o W CID s✓� z-, P. 110 A�E-+P., W ©ltd ORATIli®S AlE TIE PROPER/Y OT NICK i L 9 ipm Py— OR ANf IrfPROOUCTKl11 OR Ox T4 PRMEM NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REM ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTUI IITEG'RITif OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FM CONDITIONS, OTHER DESIGN PROFESSM SHOP DRAWINGS, CONTRACTORS' BUi.DING METHODS, AND THESE SIGNED AFD SEAM F9 DRAWINGS MUST BE BROIIGH TO THE ATTENTION OF THE ENGINEER OF RECORD PRiOR THE COMMENCEMENT OF CONSTRUCTION. OONTRACMR l0 VERIFY ALL Di OMM PRIOR TO START OF N STI£ STRUCTURE�' S GROUP IS NOT RORME I THE STRUGRWS GROUP IS RESPgISID E FOR PROPOSED OVM TO ORIGIN, S'IRUCCCiURE MM ON THESE PAGES ONLY. TIE SIIiUOURES GROUP IS NOT REPONSIBLE FOR E)OSiM STRUCTURAL. OONPOR NTS. To the best of the engineer's knowledge, the plans and specifications compiy with the mininu¢n requirements of The Florida Building Code - Residential. (i9W1?dltjoW Plans and specifleatiens N blth the Flarida bu kt" cods - W6lE L'NT , *colon RNM (2igW sdRiw-) 1`18M and speclficat►wo cmVIV with the Florida ( ulk*g * dw *otos I&M for ft mph (rind zmw TN* t**NkV Is valid for 0 months apse the date It is s and soaied or until the rewral"W" o thsedTtiwt of the Florida pudding Cade is ibis drawlnr� Is sig►od and waled for the *UucUr4 pwtter►r the asie>g on�} mal, elr Ical, or madunloal dslells, if ehotm are for ti iasis rorwrows only and ere net eovwod undw REV.T DATE & COMMENTS BY U) J W 0 z 0 < 0� 110 STD. 90' HOOK PRECAST LINTEL FILLED W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE AND AS NOTED ON PLANS. OPENING FILLED CELL (1) #5 VERTICAL SEE FDN, PLAN FOR LOCATION VJ Ir J`W/ DATE: JUNE 1, 2013 NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. 1. L VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. C� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. lJ OPENINGS LESS 'THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL A55EMF__,LY SCALE: N.T.5. SCALE: N.T.S. /_8" C.M.U. -SINGLE 2"x P.T. STUD -#5 VERT. IN FILLED CELL 1/2" x 6" "J" BOLT @ 24" O.C. VERT. OR 1/2" X 6" WEDGE ANCHOR ?"x P.T. PLATE FRAi'1E WALL TO C.M.U. WALL CONNECTION SCALE: N.T.S. (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN UNLMPSON MSTA24(9 ESS NOTED OTHERWISE ON PIND AN LES 2-ROWS 16d NAILS STAGGERED 16" 0/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED @ 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS @ 16 0/C TYP. SEE FLOOR PLAN FOR HEADER SIZE 2"x4" CRIPPLE STUD (1) 2"x4" TRIMMER TYPICAL SEE STUD (TYP.) FLOORPLAN FOR COLUMN \ SIZE \ UNLE SIMSP NOTEDT0 EACH POST OTHERWISE ON PLAN r P.T. BOT. PLATE * UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD SEARING/EXTERIOR WALL HEADER DETAIL -1 SCALE: N,T,5. EXP TYPICAL GARAGE DOOR 1�ECE55 SCALE: N.T.S. ND ° ASTM A5'10 GRADE C (Fy = 2X P f BUCKS ATTACFIED TO MASONRY W/ jsg°x24' MIN EMBED 7APCON MASONRY SCREWS AT 8" O.C. MAX AND SHORE LINTFSKS)REQUIRED TO COMPENSATE FOR DEAD AT 4" FROM CORNERS. SET BUCKS IN CONTNUOUS LOAD DEFLECTION OF SEALANT BED NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF NON -CURED MASONRY GROUT, THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. CURING. P0UJER50X LINTEL SEAM DETAIL I -i WINDOW / DOOR BUCK ATTACHMENTS iS SCALE: N.T.S. 6X6 Wl.4XW1.4 WWF OR FIBERMESH A................ ....................... _..:.......:.......................... GRADE p ` ..a...�..., ` 777, 4" 8" (1) #5 CONT. MIN. TYPICAL THICKENED SLAB EDGE 1 10 SCALE: N.T.S. TRU55E5 4 / 5EE UPLIFT SCHEDULE a' ' TOP COURSE a"xa"xl6" CONC. K.O. BLOCK W/ • POURED CONC. 8 IX6 PT 1-"E� REINR CONT, PRECAST CONC. LINTEL W/ REINFORCING TENDERED DOOR TRACK GLA55 (5EE FLOOR PLAN) 4" CONCRETE SLAB &'X 6" WIAWL4 WWF n a p a4 4, o a s 11 SGD SECTI❑N NOT TO SCALE SET TRACK IN A FULL BED OF CAULK CLEAN, POISON AND COMPACT SOIL (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) SEE PLAN NOTE: INSET TRACK FROM OUTSIDE FACE OF BLOCK 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, 4" 0/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS: 2"x 4" SYP #2 SPACED @ 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" O.C. < 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" WOOD SIDING TO FINISH 6" 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR ANCHOR BOLT ©24" O.C. DECORATIVE CEMENT W/5" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF SIMPSON 114 @ EA. STUD 2X P.T. PLATE -- ` E U) GRADE X\\//< d 6MIL VAPORBARRIER 'X //, CLEAN POISONED AND COMP. //\// // w< SOIL. (95% MODIFIED PROCTOR J PER ASTM D1557) 3" ` MIN. CLR, NOTES: SEE PLAN SEE PLAN 1. FILL ALL CELLS WHEN ON 3" CHAIR STEM WALL IS BETWEEN 24" AND 40" IN HEIGHT ABOVE GRADE. 2, FOR STEM WALLS GREATER THAN 40" HIGH- CONSULT ENGINEER TYPICAL EXTERIOR STEM WALL FOOTING ME W SCALE: N.T.S. SILL UNDOW SECTION K13 SCALE: N.T.S. PRECAST LINTEL (W/(1) #5 CONT. FOR OPENINGS GREATER THAN W-0". SEE PLANS FOR ADDITIONAL REQUIRED REINFORCEMENT. WINDOW BUCK r - ALUMINUM WINDOW CAULK ®EA. WINDOW PRECAST CONC. SILL TYP- SECTION THRU WINIDO rI4 5CALE: N.T.5, \ / EXTEND FILLED CELL 1, ; TREINFORCEMENT TO PAD MAT REINFORCING LINE OF CONT. STEM WALL FOOTING z CONT. FOOTING -� STEEL SEE SCHEDULE 3 & FND. PLAN FOR FOOTING DEPTH MIN. & REINFORCEMENT TYPICAL PAD FOOTING DETAIL FOR STEMUALL FOUNDATION SCALE; N.T.S. FILLED CELL W/ #5 VERTICAL 4) 1/2"0 x 6" 'J" BOLTS x@24" O.C. OR 1/2" X 6" WEDGE TYPE ANCHOR ONT. WOOD TRIM b 4 ' 2"x6" P.T. WOOD JAMB NOTE: SEE PLAN FOR GARAGE DOOR f 1 h ENGINEERED WINDSPEED DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYPICAL GARAGE DOOR TRACK MOUNTING DETAIL SCALE; N.T.S. J --- 0 0 In 0 L3 03 0 >� ► o� co9) 00 c t) PN4 . w �l W C/] 0 Ag p •-, :u� 0 M to 19 c_) CQ m o W CID s✓� z-, P. 110 A�E-+P., W ©ltd ORATIli®S AlE TIE PROPER/Y OT NICK i L 9 ipm Py— OR ANf IrfPROOUCTKl11 OR Ox T4 PRMEM NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REM ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTUI IITEG'RITif OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FM CONDITIONS, OTHER DESIGN PROFESSM SHOP DRAWINGS, CONTRACTORS' BUi.DING METHODS, AND THESE SIGNED AFD SEAM F9 DRAWINGS MUST BE BROIIGH TO THE ATTENTION OF THE ENGINEER OF RECORD PRiOR THE COMMENCEMENT OF CONSTRUCTION. OONTRACMR l0 VERIFY ALL Di OMM PRIOR TO START OF N STI£ STRUCTURE�' S GROUP IS NOT RORME I THE STRUGRWS GROUP IS RESPgISID E FOR PROPOSED OVM TO ORIGIN, S'IRUCCCiURE MM ON THESE PAGES ONLY. TIE SIIiUOURES GROUP IS NOT REPONSIBLE FOR E)OSiM STRUCTURAL. OONPOR NTS. To the best of the engineer's knowledge, the plans and specifications compiy with the mininu¢n requirements of The Florida Building Code - Residential. (i9W1?dltjoW Plans and specifleatiens N blth the Flarida bu kt" cods - W6lE L'NT , *colon RNM (2igW sdRiw-) 1`18M and speclficat►wo cmVIV with the Florida ( ulk*g * dw *otos I&M for ft mph (rind zmw TN* t**NkV Is valid for 0 months apse the date It is s and soaied or until the rewral"W" o thsedTtiwt of the Florida pudding Cade is ibis drawlnr� Is sig►od and waled for the *UucUr4 pwtter►r the asie>g on�} mal, elr Ical, or madunloal dslells, if ehotm are for ti iasis rorwrows only and ere net eovwod undw REV.T DATE & COMMENTS BY U) J W 0 z 0 < 0� 110 VJ JOB NUMBER: 2012 DATE: JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER SZ SIGN & SEAL ABLE TRUSS NOTE: 90% OF WEB LENGTH SEE TABLE 00 "L" BRACE W/ 10d O 4" O.C. ( ) ad 12 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, V2)ACED 2"x4" DIAG. BRACING ? U 8 MAX. ND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. NAILS o EACH END (TYP) <c — — — — 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITHABLE rRuss < F v) 10dx3" NAILS Q 4" 0/C. C> Gq 2x4 PANEL BLOCKING 048" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB I 1= FOR THE FIRST 8'-0" OF END WALL, SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. o FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD — — — — P ATTACHED W/ (2) 16-d TOENAILS IN.1OdXY @ 3" O/C THROUGH 0 CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL 2 1 BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING (9 9_4 co 414 W 10dx3" 0 4" 0/C 4'-0" 0/C MAX FOR %.. 00:4 SIMPSON META20 OR LTA1 FIRST (4) ROWS OF TRUSSES a� elm 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" O.C. 04 SEE DETAILS. BOARD FASTENED WITH 8d COOLER NAILS OR 1 �q 1 4" LONG DRYWALL SCREWS COMPLYING :� A ......... .......... ..... ......... / �I WITH F� ....... .. ASTM C1002 FOR FIRST 8'-0" FROM END WALL R D O F BRACING PLAN .. .. ... ..... ........... ...... .. ... ....... ...... ..... ..... 0 4 TYPICAL — - - 00 0 000 4 GABLE SECTION Nr�r r❑ SCALE ©,> � mvmiI Dmi� P NOTE: rr � THE cONTRACTORs I�SPONSlBflJTY TD REVIEW N ❑ T T ❑ SCALE - --- - – --- ------ DOW RE� IS RESPONSIBLE FOR THE SM ICTURK f If—Iflf-I fII II IfIIII—lf1INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCYCONT. BEARING SIMPSON META20 OR LTA1 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BMEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x SHOP DRAWINGS, CONTRACTORS BUILDING METHODS, AND SPACED 0 24" O.C. SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SENA DRAWINGS MUST BE BROUGHT ABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TOTHE ATUTION OF THE ENGINEER OF RECORD PRIOR TO 1 SHEETS E 0 R ALL 2X6 FASCIA THE CaaMENCEMENT OF CONSTRUCTION. oo MWM M Vg*rf Au owns FRIM TO START OF ANY NOT TO SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE ,,,,,(�'"E�N°T�� NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" IK SOMIM oriouP Is REWOME Fat PRW08W OVAM OUTLOOKERS SPACED 0 24" STRWOW ANY FINISHES, TRIMWORK, (2) 16d TOENAILS 2–° O.C. (1) SIMPSON H5 ©EACH MINIMUM 2"x4" CROSS pONKyO. TW TM)CA r SHRRglp ad�PAaEs MAX OUTLOOKER BRACING (SEE PLAN Iron Dash STIOX1 PAL ETC... SHOWN O N THIS INTO EACH LEDGER. ) a FOR LOCATIONS To the bet of the engineer's knowledge, the 2"x 4" LEDGER. (2) 12d plans and specifications comply with the SHEET I S FOR R E E E R E N C E TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum re.;;uirements of The Florida wilding ��! 90% OF WEB LENGTH (SEE TABLE) code - xeaidential. (4�Jip t�dltl®r) 12 PURPOSES ONLY. (2 kxN 2"x4" DIAG. BRACING (2) 16d PER JOINT Plans and specifications N With *0 Florida 8 MAX. SPACED 0 48" 0/C. (4) 16d ON code '- IsrAIDEWLA . , section RM NAILS p EACH END (TYP) (74M acilttoe>) "L" BRACE W/ 10d 0 4" O/C I ABLE 'TRUSS Plam and specifications coWfy esrih"Florida (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING O 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB la�rild Bode,section *I for in mph rind mom FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W 8d RINGSHAND NAILS " 0 4O.C. (29WAND LOCATION) FROM EA. END TYP. BOTTOM CORD - EDGES AND 12" O.C. FIELD THs drab�g Is valid for is �t1» after the data, ATTACHED W/ (2) 16-d TOENAILS CONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. It is sl land sealed or until � � of 10dX3" O 3" 0/C THROUGH the 2 edttlon of thw Florida ®ulldAg �, a CHORD INTO 2"x6" P.T. PLATE dhrged. 7" -71 18 "X" BRACING DETAIL Tia drawing Is signed and sealed for the stmatural poettorrs of the drawing ony�, ArchRoctural, she fr 2x4 "T" ON TOP OF PANEL SIMPSON HGAI 0 0 36" O.C. N ❑ T T ❑ SCALE v 11, or lyi and are ncAl e Ifeoown, ar under BLOCKING, FASTEN WITH STUD WALL (SEE TYP. SEC.) tdla •"L GABLE TRUSS 10dx3" ® 4" 0/C SIMPSON SP4 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 FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTION NOT TO SCALE H H H � H � PRE-ENGINEERED W000 TRUSSES " 2 x L _ BRACE -- ___ 2�2 "x 4" DIAGONAL. F3RACINr AT LEAST ONE TRUSS OVERLAP _.— SPACE ATTACHED UJ/ I6d NAILS ATTACHED UJ/ (5) 3d NAILS 4" O/C TYPICAL L_ UHT. BEARING DBL, TOP PLATE SIMPSON HGA10 STUDS 16" O.C. GAE3LE TRUSS LUES (TYP.) SIMPSON SP4 II EACH STUD ....I W T GABLE END DIAG: ATTACHMENT rp_-�GABLE END DETAIL. - FRAME MINIMUM (2) 12d PER JOINT NOT O SCALE Q 2 INIMUM 1"x4" TRUSS BRACING 0 N❑T TO SCALE 6 RAT—RUN BRACING DETAIL NUT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 O.C. FOR FIRST FOUR ROWS OF TRUSSES 0 EDGES OF S (FASTENER SPACING) I-" 5RAciN REouiRr=Mr=NTSCB,481=-D ON NEIGWT VERTICAL WEB NO (1) 2"x4" (2) 2"x4" SPACING "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 CABLE - (2) 2"x8" (1) 2"x8" #2 S.P.F. @ EACH VERTICAL FULL HEIGHT 0 DIAPHRAGM BLOCKING AND NOTE: 90% OF WEB LENGTH SEE TABLE 00 "L" BRACE W/ 10d O 4" O.C. ( ) ad 12 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, V2)ACED 2"x4" DIAG. BRACING ? U 8 MAX. ND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. NAILS o EACH END (TYP) <c — — — — 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITHABLE rRuss < F v) 10dx3" NAILS Q 4" 0/C. C> Gq 2x4 PANEL BLOCKING 048" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB I 1= FOR THE FIRST 8'-0" OF END WALL, SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. o FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD — — — — P ATTACHED W/ (2) 16-d TOENAILS IN.1OdXY @ 3" O/C THROUGH 0 CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL 2 1 BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING (9 9_4 co 414 W 10dx3" 0 4" 0/C 4'-0" 0/C MAX FOR %.. 00:4 SIMPSON META20 OR LTA1 FIRST (4) ROWS OF TRUSSES a� elm 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" O.C. 04 SEE DETAILS. BOARD FASTENED WITH 8d COOLER NAILS OR 1 �q 1 4" LONG DRYWALL SCREWS COMPLYING :� A ......... .......... ..... ......... / �I WITH F� ....... .. ASTM C1002 FOR FIRST 8'-0" FROM END WALL R D O F BRACING PLAN .. .. ... ..... ........... ...... .. ... ....... ...... ..... ..... 0 4 TYPICAL — - - 00 0 000 4 GABLE SECTION Nr�r r❑ SCALE ©,> � mvmiI Dmi� P NOTE: rr � THE cONTRACTORs I�SPONSlBflJTY TD REVIEW N ❑ T T ❑ SCALE - --- - – --- ------ DOW RE� IS RESPONSIBLE FOR THE SM ICTURK f If—Iflf-I fII II IfIIII—lf1INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCYCONT. BEARING SIMPSON META20 OR LTA1 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BMEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x SHOP DRAWINGS, CONTRACTORS BUILDING METHODS, AND SPACED 0 24" O.C. SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SENA DRAWINGS MUST BE BROUGHT ABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TOTHE ATUTION OF THE ENGINEER OF RECORD PRIOR TO 1 SHEETS E 0 R ALL 2X6 FASCIA THE CaaMENCEMENT OF CONSTRUCTION. oo MWM M Vg*rf Au owns FRIM TO START OF ANY NOT TO SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE ,,,,,(�'"E�N°T�� NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" IK SOMIM oriouP Is REWOME Fat PRW08W OVAM OUTLOOKERS SPACED 0 24" STRWOW ANY FINISHES, TRIMWORK, (2) 16d TOENAILS 2–° O.C. (1) SIMPSON H5 ©EACH MINIMUM 2"x4" CROSS pONKyO. TW TM)CA r SHRRglp ad�PAaEs MAX OUTLOOKER BRACING (SEE PLAN Iron Dash STIOX1 PAL ETC... SHOWN O N THIS INTO EACH LEDGER. ) a FOR LOCATIONS To the bet of the engineer's knowledge, the 2"x 4" LEDGER. (2) 12d plans and specifications comply with the SHEET I S FOR R E E E R E N C E TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum re.;;uirements of The Florida wilding ��! 90% OF WEB LENGTH (SEE TABLE) code - xeaidential. (4�Jip t�dltl®r) 12 PURPOSES ONLY. (2 kxN 2"x4" DIAG. BRACING (2) 16d PER JOINT Plans and specifications N With *0 Florida 8 MAX. SPACED 0 48" 0/C. (4) 16d ON code '- IsrAIDEWLA . , section RM NAILS p EACH END (TYP) (74M acilttoe>) "L" BRACE W/ 10d 0 4" O/C I ABLE 'TRUSS Plam and specifications coWfy esrih"Florida (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING O 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB la�rild Bode,section *I for in mph rind mom FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W 8d RINGSHAND NAILS " 0 4O.C. (29WAND LOCATION) FROM EA. END TYP. BOTTOM CORD - EDGES AND 12" O.C. FIELD THs drab�g Is valid for is �t1» after the data, ATTACHED W/ (2) 16-d TOENAILS CONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. It is sl land sealed or until � � of 10dX3" O 3" 0/C THROUGH the 2 edttlon of thw Florida ®ulldAg �, a CHORD INTO 2"x6" P.T. PLATE dhrged. 7" -71 18 "X" BRACING DETAIL Tia drawing Is signed and sealed for the stmatural poettorrs of the drawing ony�, ArchRoctural, she fr 2x4 "T" ON TOP OF PANEL SIMPSON HGAI 0 0 36" O.C. N ❑ T T ❑ SCALE v 11, or lyi and are ncAl e Ifeoown, ar under BLOCKING, FASTEN WITH STUD WALL (SEE TYP. SEC.) tdla •"L GABLE TRUSS 10dx3" ® 4" 0/C SIMPSON SP4 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 FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTION NOT TO SCALE H H H � H � PRE-ENGINEERED W000 TRUSSES " 2 x L _ BRACE -- ___ 2�2 "x 4" DIAGONAL. F3RACINr AT LEAST ONE TRUSS OVERLAP _.— SPACE ATTACHED UJ/ I6d NAILS ATTACHED UJ/ (5) 3d NAILS 4" O/C TYPICAL L_ UHT. BEARING DBL, TOP PLATE SIMPSON HGA10 STUDS 16" O.C. GAE3LE TRUSS LUES (TYP.) SIMPSON SP4 II EACH STUD ....I W T GABLE END DIAG: ATTACHMENT rp_-�GABLE END DETAIL. - FRAME MINIMUM (2) 12d PER JOINT NOT O SCALE Q 2 INIMUM 1"x4" TRUSS BRACING 0 N❑T TO SCALE 6 RAT—RUN BRACING DETAIL NUT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 O.C. FOR FIRST FOUR ROWS OF TRUSSES 0 EDGES OF S (FASTENER SPACING) 20'-0" MAX 20'-0" MAX L <= 2'–O" 0 "X" BRACE SEE DETAIL ONTINUOUS 16" O.C. SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE 4'-0" < L <= 6'-0" OTTOM CORD BRACING 1"X4" MIN. N .� HIP GIRDER NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 7/16" MIN. SIN SCHEDULE OR SPACINGHAWHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO 2X6 FASCIA 0 4) RECEIVE 2 1/2" LONG #S SHEET METAL SCREWS AS PER FBC 77", CEMENTITIOUS OR OTHER FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN t t7 - x x F] 7777104 CORNER JACK o DOWNSET TOPCHORp OF GABLE k MCH. ALTERNATE PROTECTION MAY BE PROVIDED USING J_ r HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND SEW W/ BOURNE DEBRIS ZONES AS PER FBC, 2010. PL ATE. SEC SEC _ _ _ _ W F1+ 0 0 END TRUSS TO RUN 2"x 4" 2'- 0 WASHER PLYWOOD PANEL – SEE a TIMBER OR SCHEDULE FOR MIN. EDGE OF PLYWOOD PANEL MASONRY OPENING THICKNESS r s TYPICAL FASTENER OUTLOOKERS SPACED 0 24" _ _ _ _ _ ATTACNMENIT s "'S CO to (2) 16d TOENAILS MAX O.C. (1) SIMPSON H5 0 EACH — — — — INTO EACH LEDGER. OUTLOOKER A 2"x 4" LEDGER. (2) 12dCL~� ---- �' t� TO EACH TRUSS WEB "L" BRACE TO EXTEND AT LEAST NOTE: 90% OF WEB LENGTH SEE TABLE 00 "L" BRACE W/ 10d O 4" O.C. ( ) ad 12 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, V2)ACED 2"x4" DIAG. BRACING ? U 8 MAX. ND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. NAILS o EACH END (TYP) <c — — — — 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITHABLE rRuss < F v) 10dx3" NAILS Q 4" 0/C. C> Gq 2x4 PANEL BLOCKING 048" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB I 1= FOR THE FIRST 8'-0" OF END WALL, SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. o FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD — — — — P ATTACHED W/ (2) 16-d TOENAILS IN.1OdXY @ 3" O/C THROUGH 0 CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL 2 1 BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING (9 9_4 co 414 W 10dx3" 0 4" 0/C 4'-0" 0/C MAX FOR %.. 00:4 SIMPSON META20 OR LTA1 FIRST (4) ROWS OF TRUSSES a� elm 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" O.C. 04 SEE DETAILS. BOARD FASTENED WITH 8d COOLER NAILS OR 1 �q 1 4" LONG DRYWALL SCREWS COMPLYING :� A ......... .......... ..... ......... / �I WITH F� ....... .. ASTM C1002 FOR FIRST 8'-0" FROM END WALL R D O F BRACING PLAN .. .. ... ..... ........... ...... .. ... ....... ...... ..... ..... 0 4 TYPICAL — - - 00 0 000 4 GABLE SECTION Nr�r r❑ SCALE ©,> � mvmiI Dmi� P NOTE: rr � THE cONTRACTORs I�SPONSlBflJTY TD REVIEW N ❑ T T ❑ SCALE - --- - – --- ------ DOW RE� IS RESPONSIBLE FOR THE SM ICTURK f If—Iflf-I fII II IfIIII—lf1INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCYCONT. BEARING SIMPSON META20 OR LTA1 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BMEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x SHOP DRAWINGS, CONTRACTORS BUILDING METHODS, AND SPACED 0 24" O.C. SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SENA DRAWINGS MUST BE BROUGHT ABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TOTHE ATUTION OF THE ENGINEER OF RECORD PRIOR TO 1 SHEETS E 0 R ALL 2X6 FASCIA THE CaaMENCEMENT OF CONSTRUCTION. oo MWM M Vg*rf Au owns FRIM TO START OF ANY NOT TO SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE ,,,,,(�'"E�N°T�� NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" IK SOMIM oriouP Is REWOME Fat PRW08W OVAM OUTLOOKERS SPACED 0 24" STRWOW ANY FINISHES, TRIMWORK, (2) 16d TOENAILS 2–° O.C. (1) SIMPSON H5 ©EACH MINIMUM 2"x4" CROSS pONKyO. TW TM)CA r SHRRglp ad�PAaEs MAX OUTLOOKER BRACING (SEE PLAN Iron Dash STIOX1 PAL ETC... SHOWN O N THIS INTO EACH LEDGER. ) a FOR LOCATIONS To the bet of the engineer's knowledge, the 2"x 4" LEDGER. (2) 12d plans and specifications comply with the SHEET I S FOR R E E E R E N C E TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum re.;;uirements of The Florida wilding ��! 90% OF WEB LENGTH (SEE TABLE) code - xeaidential. (4�Jip t�dltl®r) 12 PURPOSES ONLY. (2 kxN 2"x4" DIAG. BRACING (2) 16d PER JOINT Plans and specifications N With *0 Florida 8 MAX. SPACED 0 48" 0/C. (4) 16d ON code '- IsrAIDEWLA . , section RM NAILS p EACH END (TYP) (74M acilttoe>) "L" BRACE W/ 10d 0 4" O/C I ABLE 'TRUSS Plam and specifications coWfy esrih"Florida (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING O 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB la�rild Bode,section *I for in mph rind mom FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W 8d RINGSHAND NAILS " 0 4O.C. (29WAND LOCATION) FROM EA. END TYP. BOTTOM CORD - EDGES AND 12" O.C. FIELD THs drab�g Is valid for is �t1» after the data, ATTACHED W/ (2) 16-d TOENAILS CONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. It is sl land sealed or until � � of 10dX3" O 3" 0/C THROUGH the 2 edttlon of thw Florida ®ulldAg �, a CHORD INTO 2"x6" P.T. PLATE dhrged. 7" -71 18 "X" BRACING DETAIL Tia drawing Is signed and sealed for the stmatural poettorrs of the drawing ony�, ArchRoctural, she fr 2x4 "T" ON TOP OF PANEL SIMPSON HGAI 0 0 36" O.C. N ❑ T T ❑ SCALE v 11, or lyi and are ncAl e Ifeoown, ar under BLOCKING, FASTEN WITH STUD WALL (SEE TYP. SEC.) tdla •"L GABLE TRUSS 10dx3" ® 4" 0/C SIMPSON SP4 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 FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTION NOT TO SCALE H H H � H � PRE-ENGINEERED W000 TRUSSES " 2 x L _ BRACE -- ___ 2�2 "x 4" DIAGONAL. F3RACINr AT LEAST ONE TRUSS OVERLAP _.— SPACE ATTACHED UJ/ I6d NAILS ATTACHED UJ/ (5) 3d NAILS 4" O/C TYPICAL L_ UHT. BEARING DBL, TOP PLATE SIMPSON HGA10 STUDS 16" O.C. GAE3LE TRUSS LUES (TYP.) SIMPSON SP4 II EACH STUD ....I W T GABLE END DIAG: ATTACHMENT rp_-�GABLE END DETAIL. - FRAME MINIMUM (2) 12d PER JOINT NOT O SCALE Q 2 INIMUM 1"x4" TRUSS BRACING 0 N❑T TO SCALE 6 RAT—RUN BRACING DETAIL NUT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L S (FASTENER SPACING) PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST L <= 2'–O" 16" O.C. MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 2'-0" < L <= 4'-0" 16" O.C. ELCO TEXTRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS 4'-0" < L <= 6'-0" 12" O.C. ANCHORPLYWOOD WALL HIP GIRDER 9" O.C. 7/16" MIN. SIN SCHEDULE OR SPACINGHAWHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO RECEIVE 2 1/2" LONG #S SHEET METAL SCREWS AS PER FBC 77", CEMENTITIOUS OR OTHER FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN t CORNER JACK o k MCH. ALTERNATE PROTECTION MAY BE PROVIDED USING J_ r HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND SEW W/ BOURNE DEBRIS ZONES AS PER FBC, 2010. PL ATE. SEC SEC WASHER PLYWOOD PANEL – SEE a TIMBER OR SCHEDULE FOR MIN. EDGE OF PLYWOOD PANEL MASONRY OPENING THICKNESS s TYPICAL FASTENER _ _ _ _ _ ATTACNMENIT s "'S QLAM OMMO KYWOOD PROTECTION PANEL L - GREATER VALUE OF LI OR L2 , S = FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'–O" 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 <- 6'-0" 9" O.C. 7/16" MIN. 2' MIN. PLYWOOD PANEL TYP {1) SIMPS ETA12 0 EAC END JACK (TY , 11 ELCO TEXTRON FEMALE— LINE OF WALL OPENING 1) SIMPSON ETA20 ©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 TOP PLATE O0 7// 0 1E, MINIMUM PLYWOOD / OSB SHEATHING, ATTACH SHEETS IN STAGGERED Q �/ PATTERN STARTING FROM 1� CORNER OF WALL, JOB NUMBER: DATE: DRAWN BY: SCALE: ATTACH PLYW❑❑D SHEATHING W/ Bol SHEET NUMBER RINGSHANK NAILS @_ 3" Ll C, PERIMETER, 4' O,C, EDGES S3 AND 6" O:C. FIELD: SIGN & SEAL ULE PIT, B❑TT❑M SEE TYP, WALL. DL � Dc SIN FOR PL ATE. SEC SEC A F 3 HIP R❑❑F FRAMING IQ WALL SHEATHING ATTACHMENT ATTACHMENT A EXTERNAL PLYWOOD PANEL PROTECTION S SCHEDULE - - NTS _ N❑T TO SCALE NET TO SCALE Window and floor opensrequire debris impact protection as per Chapter 16 of the FBC, 2010 Edition. Protection can be provided inion h eXternal Panels shown here pre-engineered �ineered Shutters b others or impact rated windows/doors b others l' 8 1" �'' )�I'- €� � Y ) P" � Y ) FOR A F 3 HIP R❑❑F FRAMING IQ WALL SHEATHING ATTACHMENT ATTACHMENT A EXTERNAL PLYWOOD PANEL PROTECTION S SCHEDULE - - NTS _ N❑T TO SCALE NET TO SCALE Window and floor opensrequire debris impact protection as per Chapter 16 of the FBC, 2010 Edition. Protection can be provided inion h eXternal Panels shown here pre-engineered �ineered Shutters b others or impact rated windows/doors b others l' 8 1" �'' )�I'- €� � Y ) P" � Y ) FIRE RATED SHEATHING (48" BEYOND EACH WALL) R30 BATT INSUL CEILING BOARD (1 2x8 PT LEDGER W/ 2 ROWS OF 1>2 'D THRU- BOLTS AT 32" o.C. & STAGGERED FIREWALL CLASSIFICATION (2 HQURI 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 0 2'-0" O.C. TYP. R30 BATT INSUL 2"x 4" WOOD FRAME KNEEWALL CEILING BOARD W/ (2) J"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 (- F7 IOUR� 2x8 PT LEDGER W/ 2 ROWS OF (1) MASONRY FIREWALL; UL U901 2"O THRU- BOLTS GYPSUM KNEEWALL; UL U308 AT 32" O.C. & STAGGERED AA LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON 0 - 6" 0/C EDGES AND 12" 0/C FIELD J FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION _- - _ - 5/8" � X 6" ANCHOR BOLTS �--. (ort THRU BOLTS) AT 16" o.c. (sraccER BOLT LOCATION TO AVOID INTERFERENCE IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREN[ENTS FOR AN ENCLOSED BUILDING AND AS SUCFI HAS :B:EEN DES[G:NE:D WITH. AN INTERNAL PRESSURE COEFFICIENT OF -x-0.18 AND -0..18, UNADJUSTED FOR 1/2" CD GYP, (TYP) 1/2 GAP FIREWALL CLASSIFICATION (2 HOUR) TYP. MASONRY FIREWALL; UL U901 ALL STRUCTURAL MEMBERS IN THIS BUILDING 1-IAV.E BEEN DESIGNED GYPSUM KNEEWALL; UL U308 2-2x12 LEDGER W/ 2 ROWS OF WINDOWS, DOERS, C❑MP❑NENTS 5" DIA.x6" ANCHORAT816" COURSES K.& O.C. & STAGGEREEDTS BLOCK #5 CONT. 2x4', CD 16" 0.C- SEE PLAN IN EACH �A�LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 5/8" STUCCO WALL FINISH :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 8" C.M.U. MASONRY WALL UNDER SLAB OVER CLEAN COMPAC'IEU SEE PLANS FOR REINFORCEMENT FILL (AS PER CODE REQUIRED) LOCATION AND SPECIFICATIONS w/ TERMITE TREATMENT AOL ELEVATION 0'-0" FINISHED FLOOR ASSUMED 8" �• . GRAnF MIN. STD. 90' HOOK (SEE DETAIL) SEE PLAN SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 3 1/2" 4 1/4" 3 1/2" NUT AND 2 WASHER TYP. 2-2 X 12 S.Y.P. .4 1 CONTRACTOR TO PROVIDE SOIL TREATMLNT 12 PLANS R30 BLOWN INSUL 0 FLAT LIVING CLO. AREAS & R30 BATT INSUL 0 VAULTED CLO. AREAS - 1/2" GYP WB K?b.CBLOC KE W/F(1) #5 CONT. IN EACH 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) ---- 1/2' 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 F INSULATION (PS (TYP.) 4" THICK 3000 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 CO1ICRETE 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) K?O.CBLOCK W/URSES (1) #5 CONT. IN EACH pR -ENGINEERED WOOD TRUSSES w�X4 TOP CHORD A7 24" O.C. PEE LLL AND STICK ROOFING UNDERLAYMENT (TILE) SJItJHGLE0R00FGSY TEIv1SHINGLETILE 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 r9 RINGSHANK NAILS 0 4"O/C 4"0/C BOUNDARIES, 6" 0/G EDGES BOUNDARIES, 6" O/C EDGES & 8" & 8' 0/C FIELD O/C FIELD SIMPSON META20 U.N.O TRUSS w/ METAL PLATE UNDER EACH 'TRUSS TOP OF LINTEL _ ELEV. SEE ARCHITECTURALS` SEE ARCHITECIURALS FASCIA TYPE NUT AND 2" � WASHER TYP. 2-'2 X 1'L S.Y.P. 4 1/4 e"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 MFGs DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS A'f WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH ASSUMED I ELEVATION,0'-0" GRADE FINISHED FLOOR FINISH GRADE cSEE P AN //�/��/ 12" MIN. pD. r SEE PLAN 4" SEE PLAN DOCUMENTATION TO INSPECTOR FOR R VIEW. TYPICAL 2 -STORY WALL SECTION CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING C� 16" o/C 3 1/4" BASEBOARD- (1) #5 VERTI. IN FILL CELLS SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL z ELEV 0'-0" o TOP OF SLAB A - w 6 MIL VISQUEEN -III- _III - CLEAN COMPACTED FILL III _�- I����, ' SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALE BBB SCALE: N.T.S STUD OPTIONS,- SHEAR WALLS ONLY 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 1/2" MIN. PLYWOOD SHEATHING NAILED 2"x 4" SYP #1 SPACED @ 16" O.C. W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, (1) ROW OF 2x BLOCKING ® MID HT 6" 0/C EDGES, AND 6" 0/C FIELD. FOR WALL HTS 8'-6". (2) ROWS OF 2x BLOCKING 0 3rd PTS FOR WALL HT > 8'-6" 1/2" 0 SIMPSON TITEN HD ANCHOR R11 INSULATION @ EXT. WALLS OR SET EPDXY ANCHOR @ 24" O.C. 6" MINIMUM EMBEDMENT AND 2" SIMPSON SP1 @ EA. STUD MINIMUM EDGE DISTANCE 2X P.T. PLATE -x6 W1.4xW1.4 WWF OR FIBERMESH D p z LU \\\\\\i` 8" SEE PLAN 8° #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOILINTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE (3) 2x4 Stud -7/16" OSB Sheathing WD. CAP FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OF 139 MPH (VUL'T') OR 107.7 MPH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREN[ENTS FOR AN ENCLOSED BUILDING AND AS SUCFI HAS :B:EEN DES[G:NE:D WITH. AN INTERNAL PRESSURE COEFFICIENT OF -x-0.18 AND -0..18, UNADJUSTED FOR 1/2" GYP. 1.00 FOR BUILDING CATEGORY 11 IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WIT1-I WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN THIS BUILDING 1-IAV.E BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD I -.[AS BEEN -TOP PLATE WINDOWS, DOERS, C❑MP❑NENTS DESIGN WIND PRESSURES SNCL❑SED BUILDING DESIGN WIND PRESSURE (PSF) Zone 2x4', CD 16" 0.C- SEE PLAN Ultimate Wind Speed Zone Effective Ultimate Wind Speed_ 139 MPH 3 -sec. Gust BOT. PLATE 4 Wind Area 5 Wind Area (2) SIMPSON MSTA24 PLYWD. FLOORING + - SO FT UNLESS NOTED OTHERWISE ON PLANS - TOP RAILING 30.5 33.0 <10 2 -ROWS 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3 -ROWS 40.7 16d NAILS STAGGERED 0 16" 0/C 3 1 J e"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 MFGs DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS A'f WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH ASSUMED I ELEVATION,0'-0" GRADE FINISHED FLOOR FINISH GRADE cSEE P AN //�/��/ 12" MIN. pD. r SEE PLAN 4" SEE PLAN DOCUMENTATION TO INSPECTOR FOR R VIEW. TYPICAL 2 -STORY WALL SECTION CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING C� 16" o/C 3 1/4" BASEBOARD- (1) #5 VERTI. IN FILL CELLS SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL z ELEV 0'-0" o TOP OF SLAB A - w 6 MIL VISQUEEN -III- _III - CLEAN COMPACTED FILL III _�- I����, ' SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALE BBB SCALE: N.T.S STUD OPTIONS,- SHEAR WALLS ONLY 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 1/2" MIN. PLYWOOD SHEATHING NAILED 2"x 4" SYP #1 SPACED @ 16" O.C. W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, (1) ROW OF 2x BLOCKING ® MID HT 6" 0/C EDGES, AND 6" 0/C FIELD. FOR WALL HTS 8'-6". (2) ROWS OF 2x BLOCKING 0 3rd PTS FOR WALL HT > 8'-6" 1/2" 0 SIMPSON TITEN HD ANCHOR R11 INSULATION @ EXT. WALLS OR SET EPDXY ANCHOR @ 24" O.C. 6" MINIMUM EMBEDMENT AND 2" SIMPSON SP1 @ EA. STUD MINIMUM EDGE DISTANCE 2X P.T. PLATE -x6 W1.4xW1.4 WWF OR FIBERMESH D p z LU \\\\\\i` 8" SEE PLAN 8° #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOILINTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE (3) 2x4 Stud -7/16" OSB Sheathing WD. CAP FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OF 139 MPH (VUL'T') OR 107.7 MPH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREN[ENTS FOR AN ENCLOSED BUILDING AND AS SUCFI HAS :B:EEN DES[G:NE:D WITH. AN INTERNAL PRESSURE COEFFICIENT OF -x-0.18 AND -0..18, UNADJUSTED FOR 1/2" GYP. 1.00 FOR BUILDING CATEGORY 11 IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WIT1-I WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN THIS BUILDING 1-IAV.E BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD I -.[AS BEEN -TOP PLATE WINDOWS, DOERS, C❑MP❑NENTS DESIGN WIND PRESSURES SNCL❑SED BUILDING DESIGN WIND PRESSURE (PSF) Zone 2x4', CD 16" 0.C- SEE PLAN Ultimate Wind Speed Zone Effective Ultimate Wind Speed_ 139 MPH 3 -sec. Gust BOT. PLATE 4 Wind Area 5 Wind Area (2) SIMPSON MSTA24 PLYWD. FLOORING + - SO FT UNLESS NOTED OTHERWISE ON PLANS - TOP RAILING 30.5 33.0 <10 2 -ROWS 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3 -ROWS 40.7 16d NAILS STAGGERED 0 16" 0/C 29.1 1x BALUSTERS @ 29.1 -` FOR 2"x10" OR GREATER HEADER 50 4" O.C. MAX. 29.8 50 27.3 34.4 1x- TREADS & 100 25.9 28.6 100 RISERS 31.6 500 22.7 25.3 500 16d NAILS 25.3 GARAGE DOOR 16" 0/C TYP, 26.7 DOUBLE 2"X 12" PLEADER W/ 1/2 - 16'-0" WIDE T-0" HEIGHT 25.6 28.6 FLITCH PLATE UNLESS NOTED OTHERWISE ON PLANS V) 27.9 4x4 NEWEL POST ZONE 2 DOUBLE 2" X CRIPPLE STUD 51.1 mONO FLOOR JOISTS ZONE 3 (1) 2"x8" P.T. LEDGER W/ "4 2%STUDS TYP.REQUIRED ON PLAN FILLING AND BLOCKING AS FASTENED TO FLOOR GIRDER/BEAM I WINDOWS ARE CLASSIFIED IN ZONE 4, TAPCONS (1.5" EMBED) SPACED IN THE CHART ABOVE, - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND HEADER W/ (2) 16d 0 16. 0/C 1" N@ LNG 0 16" U.C. (TWO ROWS STAGGER UNLESS NOTED OTHERWISE 2"x4"LEDGER BLOCK W/ 16d TYP.PATTERN) NAILS C9 6" O.C. (TWO ROWS STAGGER PATTERN) INTO CMU LAND. FIN. FL. SEE PLAN c c 3-2x12 STRINGEF6 ri I L 2"x 8" JOISTS 0 16" O.C. W/ �) SIMPSON HUS28 0 EACH END U X M (2) 2"x8" W/ SIMPSON MTS18 OR _a HUC28-2 © EACH END. r-- 2"x4" P. T. KICK PLATE W/ _ Z f-- - SUPPORT ENDS W/ (3) 2"x 4" "O TAPCONS 0 12" O.C. - WOOD JACK POST. FIN. FLOOR SEE PLAN SEE PLAN NOTE: STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10 TYPICAL INTERIOR STAIR 2nd FLOOR WALL BAND JOIN NOT TO SCALE 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 ® EA. S.Y.P. STUD (16" O.C.) OR ® EVERY OTHER S.P.F. STUD (24" O.C.) SIMPSON & 10-8d IU BAND JUISI U EA. S.Y.P. SIUU (lb U.C.) 2ND FLOOR FRAME CONNECTIONt°� 2ND FLOOR FRAME CONNECTION FLOOR BEAM/TRUSS GIRDER (2) SIMPSON MSTA24 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. WOOD IST FLR. 2x4 Top Plate 2x4 Flat @48" a.f.f rgC 48" Below Clg. C❑RNER FRAMTNG 8 INTER(❑R WALL FRAME NOT TO SCALE NOT TO SCALE SCALE: N.T.S. SCALE: N.T.S. JSS/JOIST I - 32' 9 ENCLO\ ------ )f f' C'F' Howab� Ire Ii., , c7�, THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OF 139 MPH (VUL'T') OR 107.7 MPH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREN[ENTS FOR AN ENCLOSED BUILDING AND AS SUCFI HAS :B:EEN DES[G:NE:D WITH. AN INTERNAL PRESSURE COEFFICIENT OF -x-0.18 AND -0..18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE F,'ACTO.R OF 1.00 FOR BUILDING CATEGORY 11 IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WIT1-I WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN THIS BUILDING 1-IAV.E BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD I -.[AS BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS, DOERS, C❑MP❑NENTS 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 + - SO FT + - <10 30.5 33.0 <10 30.5 40.7 20 29.1 31,6 20 29.1 38.1 50 27.3 29.8 50 27.3 34.4 100 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 T-0" HEIGHT 25.6 28.6 ROOF WIND ZONES DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND ZONE 1 27.9 30.5 ZONE 2 27.9 51.1 OVERHANG coNDITIONs) ZONE 3 27.9 77.0 NOTES: 1, ANY WIND❑W, ALL OR PART, WHICH IS WITHIN 6' ❑F A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL ❑THER WINDOWS ARE CLASSIFIED IN ZONE 4, 2, ROUND AREA D❑WN T❑ THE LARGEST PRESSURE IN THE CHART ABOVE, - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE. ' 0 - Fi I r 0 N O Q) Q> O@) ` I �� 1 Lo O 0 Q � �-1 �j V W � tla Q) 0 W N ~3 ti� C/1 4-40 CQ Q� b L� I �1 to Lo . 0 c �0 LID �. �4a-, M W �vz(0 Q� Zf4� 0O (THESE DRAWINGS ARE THE PROPERLY OF NICK M. BRADFORD, P.E. /ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIDITED. OTE: IT IS THE CONTRAC7ORS RESPONSIBILITY TO REVIEW LL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE NGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURA ITEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY ETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' HOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND HESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT 0 THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO HE COMMENCEMENT OF CONSTRUCTION. ONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY ONSIRUCHON. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOI ,NY DIMENSIONS. HE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANCES 0 ORIGINAL 3 RUCfURE SHOWN ON (HESE PAGES INLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE OR EXISTING SIRUCTURAL COMPONENTS. o the best of Lhe erngi.neee's knowlc_dgt�., th- lans and specifications comply with the iinimuln fequifemenLS of The Fi0fida Building ode - ResidenLial . (2010 Edition) Ions and specifications comply with the Florida uilding code - RESIDENTIAL , section R301 2010 edition) Ions and specifications comply with the Florida uilding code, section 1609 for 139 mph wind zone 2010 Edition) his drawing is valid for 12 months after the date It is signed and sealed or until the requirements of he 2010 edition of the Florida Building Code is :hanged. 'his drawing is signed and sealed for the structural rortions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for isual reference only and are not covered under his seal. REV. DATE & COMMENTS BY v/ J 0 Uj C� z O _j LL_ 0� ® X Z �'L\\ Q J 0.. JOB NUMBER: 2012 DATE: JUNE 12, 2013 �.o NOTES: I. APPLY 6OLID BEAD OF ROOF MASTIC JUST a A50VE THE ROOF JACK. 2. SLIDE STORM COLLAR DOLJN MAKING SURE ' THE COLLAR 16 COMPLETELY SEATED IN 0 MASTIC AND THERE ARE NO VOIDS. 3. WHEN COLLAR IS IN FINAL P061TION APPLY D ASPHALT SEALANT: AS0 LT 5EALANT: PHAFINAL BEAD OF MASTIC AROUND TOP OF EXTEND MIN. (b" EXTEND MIN. 61, STORM COLLAR q)a\ STUCCO FINISH r� 0 9 ABOVE ABOVE FLASHING z �' S" MIN. FLASHING - .a CO F4 N MIN• GALV. MTL. 5X4" L" PLASHING DfVERTER - S" MIN. DI VERTER PLASHING STORM C LLAR — -.. a OR EQUAL FLASHING 4" MI TOP AND SIDES OF D LOPED�uJ/ DRIP EDCxE) �. @ 45 DEGREE ANG. . '.y. ,:,.•.: SHINbLES OR �4" MIN. FLASHING, UNDER ROOF. CONCRETE TILE cK EXTEND I ;" MIN. ---=-- -- i=LA HI MASTIC TUBED L' ROOF JA ----- ----- �`-- SOLID izooF PREMANUFAG BEYOND DRIP ,.;. �•,:'• • - -------- - -----__---- GALV. ' S NG — � � ----------------- -- - ---- �/ � rn ---_-- TYPICAL EDGE @ WALL.•• ---------- ------- --- -----------__ D�; E1� VENT C,4P 1- v2' To ` . \ I -------=--------- --_--------------- (SET IN CONT. SEALANT) ------------------------- q a" GAP \---------------------------------- a \------------------------------ ® w ROOFING PELT - o \ -------------------------- CAULK BOTTOM -------------------- DRIP EDGlA o -------------- 4 TWO SIDE 5 � � � GUT BACK FASCIA DRIP ---__-- ONLY BOTTOM FLANGE —BOTTOM OF FLASHING �^.�. �. ®� PASGIA NAILS EXPOSED OVER ROOFINGz BETW>rEN I -I/2" TO 2" EDGE V � anCO i C FASCIA � CQ m GUfi� I . r -L ASH I NCS co CD `r VENT . , Z 1 INT lLTION 2 I GU 2: CORNER OETA I L. � O x 0 m 3 \/ENT FIFE PENETRATION PENETRATION I N CMU � x � �, a fl � SCALE: N.T.S. SCALE: N.TrB. SCALE: N.T.S.E-­ - SOLE: N.T.S. ©� %1�1o6 IMF 11 PRGPFJtIY ff LACK 11 PE IV11f X11 at IMM11NGi 9 11� LS PI011alfl� NOTE: IT IS THE CONTRACTORS RESPONSIMTY TO RE" ALL DRAWNGS BEFORE CONSTRUCTION BEGINS. TK ENGIMEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL. INTEGRITY OF TINS PROJECT ONLY. ANY DISCREPANCY BETNEEN FNiD CONDITIONS,, 01HER DESIGN PROFESSIONALS' DRANN.DI INGS, CONTRACTORS' BUNG METHODS, AND REFER TO NOTE SHOP 1M SIGNED AND SEALED DRAWINGS DUST BE BROUGHT BELOW FLASHING MEMBRANE � � - TO THE ATTENTION aF 1HE ENGINEER aF RECORD PPoOR 'ro -- - - - - 1HE COWENCEIENT OF CONSTRl10T10N. SEALANT ` CWRACM TO VEWY nu oall�s M PRIOR 10 START OF ANY DO NOT TAPE BOTTOM OF 2 2 3" MIN �TW S7RUCTUMS GR" 15 NOT FOR 7/u" STUCCO 1 1/2" GAL WD MEMBRANE TO BUILDIN�� -- SCREW ! " OG ® D£ SrRUCKM Q OX IS FOR PRWOSM C"MOES PAPER BACKED LATH ------ - TO Or+IGNA1. STRUC•W SII W ON IMM PAt;M INSULATION FLASHING TAPE TO D'°�I"� ONLY STM NOf PER PLAN SHEATHING PER SPECS cost SEAL GASKET ! - - -' SILL 00�ON°t�'• ROPMSRE 15# FELT - - - To the )Jeer of the engineer's knowledge, hie f plans and 5pec:ification.s Comply with the 1 1 1 1 1 minimum requirements of The Florida Huiiding LAP 4" OVER FLASHING 1 code - Residential. 06W EdRkwJ I X 2 WD DAM �NO SEALANT FLANG->:E — 1 — flans ae� fleatr APPROVED FLASHING qtr � wkh th. �� PIPE THROUGH WALL AT SILLL9wIa ,erra>ru°ua ,..error, (>a.19 x 10" ROLL) VUL.KEM 5EALANT 1\ ( ta,vl9 ednr BEAD BELOW Ix STUCCO, SIDING, BRICK, ETC. ATTACH 2x6 SYP�2 "J" CHANNEL STUCCO STOP i -------_ WD DAM $ RETURN -- 1� w/ 4-I�d NAILS 3/4" CLEARANCE MIN. - UP CORNERS WEATHER E516TANT WINDOW E R ncattom wtthth PlerWa —� ', sesti®n f� L!O wrr� ten® ;j; ._.-- _ FLASNINC� � !a r� TO EACH STUDN, CAP SHINGLE "QUICK FLASH" GASKET IN* draw a valkl for 12 manWo after the date ROOF SHINGLES INSTALL PER MFG, i1 - WEATHER RESISTANT HOUSE WRAP STEP 1 STEP 2 STEP 3 tt I* of and seMW or mul the 154* FELT ; I/2" GYP. BD. (TYPAR, TYVEK, OR EQUAL) INSTALL 9' MQISTQP INSTALL STUCCO STOP INSTALL 9' MQISTQPthe ttw"' or the � is duneed SHEATHING JAMB FLASHING OR J -MOLD HEAD FLASHING �y �awp,� y, aw s"lod for the s isal STEP 4 I the awins enIy, It, 14FFie�rai, �- FRAME WALL Ica , �r e�ee#iant�Il derails, It ah�wrl, are Pier ROOF SHEATHING PER 5PECS BUILDING PAPER M❑IST❑P PRODUCTS BY FLIRTIFIBER APPLY BUILDING PAPER � NAIL NERDS � GAP SHINonkj+nd are *A r UNDER QUICK FLASH" Z� BUILDING PR❑DUCTS SYSTEMS IN WEA fHERBQARll FASHIQN NOTE: SEAL ALL EXPOSED ROOF TRUSS OR 2x4 NOSHINGLESFLOCKING FOR USE W/WINDOW FRAMES 3" OR LESS VAPOREV. IN WIDTH, COORDINATE WITH THE WINDOW I�"®� DATE &COMMENTS BY ROOD TO 1NALL LASH I NC VENT FENETRATI ON MANUFACTURER TO INSURE ADEQUATE GLEARANG)= SCALE: N.T.S. FOR USE OF LOCKS AND LIFT RAIL. 5CALE: N.T,S. Ofia W®Ot7 B=RA E_ W000 OFEN1 NC FAN -- SCALE: N.T.S.�.jf=J� /! IwI L ABH I NG F'OR / � I NI;�OIIIoNI L■L� ROOr- CRICKET: MIN. 3:12 5LOPE (REQUIRED SCALE; N.T.S. AT ALL LEVEL VALLEY L_ LOCATIONS) _ VERTICAL WALL _ I .. + 2 3" MIN AT ENTRY 1 1 1i '1 SHINGLE OR CONGRI✓TE TILE STEP 1 STEP 2 STEP 3 INSTALL 6' MIN. MOISTOP APPLY SEALANT PER INSTALL 6' MIN. MOISTOP JAMB FLASHING DOOR MANUFACTURER HEAD FLASHING AND INSTALL DOOR MOISTOP PR❑DUCTS BY F❑RTIFIBER STEP 4 BUILDING PRODUCTS SYSTEMS APPLY BUILDING PAPER IN WEATHERBOARD FASHION FLAP_ FLAP 1 FLAP - FLAP ('g—'N\�VAPOR ARRI SCO LQ SC - m NOTE: THIS DETAIL IS SHEATHING °' SHEATHINGCE 0 SHEATHING REQUIRED SCALE: N.TrB, u 5HEATHIN� AT ALL VERTICAL WALL �+ 9 c' I NTERSEGTI ONS 3 WITH ROOF VALLEYS 4 4 WIDE VINYL CONTROL JOINT 4" WIDE! VINYL CONTROL JOINT �•• ffjBOOP CRICKETS. BY VINLYCORP (15'78-U) OR BY VINLYGORP (15-18-U) OR 1x2 z EQUAL EQUAL BLK WALL TO FRAME WALL z MANUF. TRUSS CURB0 OR RIBBON MANUF. TRUSS OR RIBBON BOARD OFFSET Al BLOCK BDARD OFFSET W/ BLOCK VERT CONTROL JOINT @ BLK 2........•...................................•:,••,.,...........,,..,.,..........,.,,..,,...........,......:,.,,,,.......,.,.......,••,,,....,,....,........••........................•• HORZ CONTROL JOINT WALL TO FRAME WALL HORZ SPLICE SHOULD NOT BE WITHIN :` DETAIL /16" O.S.B. OR 15/52" OSB' -O" OF VERT CONTROL JOINT ASPHALT BA5ED /I6 O.S.B.05BOR 15/32 05B TRANSITION DETAIL STEP I gTSP Z '�-SEALANT APPLIED STEP 3 STEP 4 BEHIND FLASHING 3 WEATHER RESISTANT WEATHER RESISTANT 'HOUSE WRAP VENDOR' TO "BY WINDOW COMPANY' "13Y WINDOW COMPANY" "BY WINDOW COMPANY' 'PLASTER STOP AND EXTENDING A BARRIER #I -HOUSE WRAP BARRIER #1 - HOUSE WRAP GUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT. BEAD Y' INSTALL D' JAMB FLASHING MIN " PAPER a 45• ANGLE 9' UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK (EX. FORTIFIBER, MOISTOP, MINIMUM OF 6 i' ABOVE r q" BITUMINOUS TAPE PLASHING BITUMINOUS TAPE FLASHING AND 9' OUT FROM UPPER OVER 1X2 CURB 4 HOUSE SIDE OF TOP AND SIDE OR EQUALS OVER WIN. FLANGE. SEALANT ry V ;y J WEATHER RE515TANT WEATHER RE515TANT CORNERS. WINDOW WRAP (EX: DUPOINT WIN. FLANGES. INSTALL WIN. EXTEND 4" ABOVE OPNG, d 8'' 1E BARRIER #2 - BARRIER #? _ COMPANY TO PROVIDE 1x2 FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW. SHINC�LI~�v OR OF FLA5HINRGS� PAPeR-BACKING OR EOUAL PAPER-BAGKINc5 OR EQUAL SPECS. CONCRETE TILE AT WALL JOB NUMBER: 2012 FLAP FLAP E 1 -'1/S" 5TUGG0 W/ LATH - LATH '1/S" STUCCO W/ LATH -LATH FLAP 5" DATE: March 15, 2012 �� 1= TO OVERLAP CONTROL TO OVERLAP CONTROL �/ i411 Ll JOINTS PER MANUF SPECSJOINTS PER ,� R MNUF SPECS HORIZONTAL DRAWN BY GALV. FLASHING uh 6" TALL VINYL CONTROL -.JOINT 6" TALL VINYL CONTROL JOINT � _ _ 'CONT i -� BY VINLYGORP (15 -la -570 UL) OR 13Y VINLYGORP (1575-50 UL) OR w 3 SCALE \\ EQUAL EGZUAL \— 1/2" STUCCO OVER CMU 8" 4 3 I/2" STUCCO OVER GMU APPLY BEAD OF 3' UNPUNCI-IED SHEET NUMBER ELA$TONERIC 6EALANT OR CONNECTOR ! 3 I/2" FELT PAPER BTWN 3 I/?" FELT PAPER BTWN EQUAL ELK 4 WODD CONT BLK 4 WOOD CONT asCONNECTORME1LTING NBF FIELD ' a NOTCH BOTTOM OF VERT NOTCH BOTTOM OF VERT 3° �" HORIZON -UL L 3 5 CONTROL JOINT TO SIT PLUSH ON CONTROL JOINT TO 51T PLUSH ON FLASHING HORZ CONTROL JOINT HORZ CONTROL JOINT GMU GMU F PUNCHED PUNCHED " 5TEP 5 STEP 6 STEP 7. ; SIGN & SEAL BY WINDOW COMPANY' 'BY WINDOW COMPANY" 'BY WINDOW COMPANY" ALL BUTT JOINTS, INTER5EGTIONS 4 * ALL BUTT JOINTS, INTERSECTIONS 4 INSTALL 6" HEAD FLASHING ALLOW BLDG. PAPER FLAP APPLY JAMB FLASHING OR END5 SHALL BE SEALED AT TIME OF END5 SHALL BE SEALED AT TIME OF OVER WIN. FLANGE. TODRAPE OVER THE WEATHER RESISTANT TAPE'•...................................................................................................................................................................................... INSTALLATION USING AN INSTALLATION USING AN EXTEND S" BEYOND OPNG. HEAD FLASHING. OVER 45• ANGLE CUT IN ELA570MC-RIC 5EALANT, OR EQUAL ELA5TOMERIG SEALANT, OR E6ZUAMECHANICAL L� /' J,_j /� /� /� _ BLDG. PAPER. OVERLAP LeOCK i ALaLe TO A00 L " I �/T II�tN I �./J"�L■ �ONTI«✓L■ e ANGLE CUT BY MIN. OF 2". 'i2 f=RA E TRANB I TI ON 13 JO I NT :;)ETA I La ri VAPOR BARRIER AT jN I NOOIN5 FLASH I NC' OETA I L AT "`�jSCALE: N.T.S. 11 C I CST/,INALL INTER. SCALE: N.T.S. SCALE. N.T.S. SCALE: N.T.S. OCT 3 0 2 WALL HEIGHT5 VERIFY ALL FEARING WALL HEIGHT6 WITH FINAL TRU55 L AYOUT5 # 20 l D2r 3 -- pr*ct- I Hidden Lake Duplex Tfusses, -!Prelirninary Truss M. Bearing Uplift Stag Manuf. strap Number Capacity Fastening G04 L 2.147 FIIARSON PA23 1 3685 13-'l 5i R 2047 SIMPSON PA23 I M--68 -18 - 1Ed ALL, OTHER TRUSSES [vMS NRY BEARNG NIETA 20 1 14tO 7 10d 11/2" WOOD FRAP&D SIMP-SON Hsi OA 1 1 140 16-1 Od x 11/21, BUCKETGONNECTION3 SIMP-SOCA HUS23 'l 1550 2(]-1164 I P LOWER ROOF/UPPER FLOOR F-RAMING PLAN- 6c,ALE: 114': I' -O' COMP FILE COMMUNITY lot, blk I5SUED 11.3.13 REV13EU q.13.13 LOWER ROO MPPER FLOOR FRAMING PLAN • DWN BY: K.K. • • CHECKED BY: D.U. • • 'HEET NUMBER • TRS1 F ! 3 fl 2013 s • rr�� VJ I� tt I P In • s LOWER ROO MPPER FLOOR FRAMING PLAN • DWN BY: K.K. • • CHECKED BY: D.U. • • 'HEET NUMBER • TRS1 F ! 3 fl 2013 WALL HEIGHTS VERIFY ALL E3EARING WALL HE16HT5 WITH FINAL TRU55 LAYOUTS SG # 2013283 -r -T -J - Truss, I.D,- Bearing Uplift S I'vlanul'. Strap Number Capacity Fastening 73 G04 L 1847 SINIPSON PA 23 1 LO 18-1 f5ld R 2847 SIMPSON PA 2:3 .1 .3665 18,-16d ALL 0TH'ER TRU S S ES fViASONRY BEARING META20 1 145p 7-1Odx 1 1/2" WOOD FRAtvlED SIMPSON HIM 181-10d x 1 1/2" BUCKET CONNECTIONS Tl SIfdP3ON H U S21 6 1 1558 2G -16d T4_ T4 Tl ... G4 G4 G3 G3 G2 G2 G1 G1 WALL HEIGHTS VERIFY ALL E3EARING WALL HE16HT5 WITH FINAL TRU55 LAYOUTS SG # 2013283 Pro jec t-- Hidden LaKe Duplex Tru-s7es. 1 prelirflinapy Truss, I.D,- Bearing Uplift S I'vlanul'. Strap Number Capacity Fastening 73 G04 L 1847 SINIPSON PA 23 1 36851 18-1 f5ld R 2847 SIMPSON PA 2:3 .1 .3665 18,-16d ALL 0TH'ER TRU S S ES fViASONRY BEARING META20 1 145p 7-1Odx 1 1/2" WOOD FRAtvlED SIMPSON HIM 181-10d x 1 1/2" BUCKET CONNECTIONS SIfdP3ON H U S21 6 1 1558 2G -16d 0- tkk WOUN T STIRA PS VERTICAL CJ ij UPPER ROOF FRAMING PLAN SCALE: 1/4'- 1'-0' COMP FILE GONNUNIfY Ia. blk ISSUED q.5.13 REVISED q.15.13 UPPER ROCF FRAMING PLAN • DWN BY: R.R. CHECKED BY: NHEET NUMBER J 1% RS2 -T I 73 7� 00 UPPER ROCF FRAMING PLAN • DWN BY: R.R. CHECKED BY: NHEET NUMBER J 1% RS2 -T I