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HomeMy WebLinkAbout1335, 1331 Petersen Pl�rC FEB ), 4 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 3 Application leo: �' r Documented Construction Value: $ Job Address: P-Ht2V")VI �j historic District: Yes ❑ No ©' Parcel ID: j=_��`'.��)_ �) ;C:C�v �JC� (0 a+x'4L7r Description of Work: _fU�z Plan Review Contact Person: '{ 10 61 y n%)v'A Phone: -co Fax: `U- " ' :5-- IUQ �rC FEB ), 4 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 3 Application leo: �' r Documented Construction Value: $ Job Address: P-Ht2V")VI �j historic District: Yes ❑ No ©' Parcel ID: j=_��`'.��)_ �) ;C:C�v �JC� (0 Zonitag: Description of Work: _fU�z Plan Review Contact Person: '{ 10 61 y n%)v'A Phone: -co Fax: `U- " ' :5-- IUQ Property Owner Information c t Name �Z 1� v PItone:(A'0 �)r Street:( F� -) F �'-(L- 1�1�>��f Y"��\(i� � Ll\�J[) Resident of i�rol>erty? City, State .Zap: C)wC_(,� :xaZa, Q Contractor Information Name�- 11r1 t �I - � ✓ jL} ;� UVC: Yhoue: _� Street: C�c � ��-F %(«� ;t � �� Lam..— Fax: �r'��i City State Zip:l_(I/ i'�l(�)1x� Q State License 1No. Arch itect/Encdiricer Information Name.,.c. � n Street: =z�1>�( V� _ �lV i� ,t� �; 1 t�'- �I Fax: City, St, Zip:Gt' )=j �s`� r` (D E-utaii: ( � Gt �u(A_ �0 Bonding Company: I� Address: Mortgage Lender: ��) Address: PERMIT INFORMATION Building Permit n Square Footage: Construction Type: �=�:���G 11[0. of Stories: IQ No. of Dwelling Units: Flood Zone: Electrical C7 New Service -No. of tVNIPS: Mechanical I1 Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: � Fire Sprinkler/Alarm El No. of heads: Na CITY OF SANFORD .:'M'tON BUILDING & FIRE PREVENI PERMIT APPLICATION Sl Application NO: _ ?j1j Doculliented Construction Vallee. $ Job Address:�' ')I i"7 %t : l�l.�l Historic District. Yes ❑ Ido Parcel ID: �1.-`�1�--�=':�-��`- f.� C�f�";t`7-' CEJ �r.� Zoning: Description of Wolk: c�'-F`"(�=1-' -`.'�• {{ ,/ Plan Review Contact Person: c tl(1 A Title: -����''� �I1-�"' Phone: Fax:►ll+(l(:� "— I`aJ U��C C11QV'fK)Vl ,�`)�1,�� Property owner Information \ Name r� PlloIle: Street: (DOGO t , " 0 ; AW ��' to Resident of property? City, State Zip: Contractor Information Maine_--'�? `��i , Vlu'?Vl `street: �P`c l �' °�" \(1 ,SGC Fax: C�C�,....O �1Gi City, State Zip: _�U�rC�� `M ate License No. Architect/Engineer Information Name:- op Street: City, St, Zip: Bonding Company: Address: Phone: 'T)_- L� � �� Fax: E-mail:. ail , YGi�nI;0, 1( :t ►l ;l ` ;1(,l 1 Mortgage Lender: Address: PERMIT INFORMATION Building Permit El Square Footage: 1QQQ) Construction Type: No. of Stories: No. of Dwelling Units: �2 Flood Zone: �Lo Electrical 11 New Service — No. of AMPS: P00 Mechanical 11 (Duct layout required for new systems) Plu111biIig., 11 New Construction - No. of Fixtures: Fire Sprinkler/Alarm I1 No. of heads: he Reserve at Hidden Lakd offiolmo, ADJ. ADJUSTABLE UW. DI5HHA5HER H.B. 1105E BIBB REGP. REGEPTAGLE A/C AIR CONDITIONING PHR DRAWER HR. HOUR REF, REFERENCE ALT, ALTERNATE DWG. DRAWING HYD, HYDRANT REINF, REINFORCE (P) (INC) A.B. ANCHOR BOLT DIV. PIV15ION IN. INCH R.A. RETURN AIR ABV. ABOVE DN. DOWN INCL. INCLUDE (ED) (INC) R6 ROD AND SHELF A.F.F. ABOVE FIN15HEP FLOOR P5. POHN5POUT IN5UL. INSULATE RM. ROOM ARCH. ARGHITEGTURAL ELEG. ELECTRICAL INT. INTERIOR R.O. ROUGH OPENING AUTO, AUTOMATIC EA. EACH KIT. KITCHEN 56H, SGHEUULE A5PH, APNALT EQ, EQUAL LAM. LAMINATE SHT. SHEET BM. BEAM EQUIP. EOUIPMENT LAV, LAVATORY SIM. 51MILAR BRC. BEARING EXH. EXHAU5T LAUN, LAUNDRY S.G. 50LID GORE BET. BETWEEN EXIST. EX15TINO LVR, LOUVER 56L. SINGLE B.L. BUILDING LINE EXT, EXTERIOR LTG, LIGHTING SPEC. 5PEGIFIGATION BLK. BLOCK FIN, FIN15H LT. LIGHT So. SQUARE BLKG. BLOCKING F.G. FIXED 6LA55 M.B. MACHINE BOLT STD. STANDARD BD, BOARD FLR FLOOR MFR. MANUFACTURE (R) 5TL. STEEL BOT. BOTTOM F.D. FLOOR DRAIN MA5. MASONRY 5TOR. STORAGE BLDG. BUILDING F.B. FLOOR BREAK M.O. MASONRY OPENING 5TRUGT. STRUCTURAL GAB. CABINET FLUOR. FLUORESCENT MAIL. MATERIAL SIM. SIMILAR GPT. CARPET FT. FOOT MAX. MAXIMUM 5Y5. 5YSTEM GLG, CEILING FTG. FOOTING MEGH, MECHANIC (AL) 06. SHEATHING GLG. HT. CEILING HEIGHT FNP. FOUNDATION MED. MEDIUM TEL. TELEPHONE GEM. GEMENT FURR. FURRED (INC) MEMB, MEMBRANE T.U. TELEVISION GTR. CENTER FUT. FUTURE MTL, METAL TEMP. TEMPERED G.T. CERAMIC TILE FR. FRENCH MIR. MIRROR THRE5. THRE51OLU CLR. CLEAR (ANGE) F.A.U. FORGED AIR UNIT M15G. M15CELLANEOU5 T46 TONGUE AND GROOVE CLO, CLOSET F,0.5. FACE OF STUD MIN. MINIMUM TiP LINE TEMP i PRE55URE LINE GOL, COLUMN F.G. FIXED GLA55 MLD, MOLDING T.0.5, TOP OF SLAB GONG. GONGRETE (CAST -IN-PLACE) F.5. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE COMB. COMBUSTION F.J. FLOOR J015T OFF, OFFICE TYP. TYPICAL GMU CONCRETE MASONRY UNIT GA. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM GON5T. CONSTRUCTION GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL, TOP PLATE GLINT, GONTINUOU5 OR CONTINUE G.G. GENERAL CONTRACTOR O.H.P. OVER HEAD DOOR U.O.N. UNLE55 OTHERWI5E NOTED GJ. CONTROL JOINT GL, 6LA55, GLAZING OPG. OPENING VEST. VESTIBULE CORR. GORRIDOR GL. BLK. 6LA55 BLOGK OPT. OPTION, OPTIONAL VL T, VINYL GOMPOSITION TILE G.W. GOLD WATER W. BD, GYP5UM BOARD OB5. 0135GURE V.I.F. VERIFY IN FIELD GER. CERAMIC GYP. GYPSUM PNL. PANEL V.T.R, VENT THROUGH ROOF GIR. GIRDLE G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER CLOSET GLKG GAULKING CHB, GYPSUM BOARD PL. PLATE HP, WATER PROOFING G.J. CEILING J015T HUH. HARDWARE PLMB. PLUMBING N/ WITH DET. DETAIL HDR. HEADER PLHU, PLYHOOD WIN, WINDOW PIA. DIAGONAL KV.AL, HEATING/VENTING/ PVC. POLYVINYL CHLORIDE N/0 WITHOUT DIA. DIAMETER AIR GONDITIONING P.5.F. POUNDS PER SQUARE FOOT WU, WOOD PIF. DIFFUSER HT. (HGT.) HEIGHT P.S.I. POUND5 PER SQUARE INCH Hip WASHER AND DRYER DIM. PIMEN51ON H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON 015P. U15PENSER H.M. HOLLOW METAL PR. PAIR H.H, WATER HEATER DR. DOOR HORIZ. HORIZONTAL RAD. RAPIU5 H.R.G.B. WATER RE515TANT GYPSUM BOARD '2-PLEX' DoT 2 -22 ELEVATION - "MEDITERRANEAN" INDEX OF DRAK N(3S ARCH I TEGTURAL SHE=ETS GS GO\/ER SHEET AILD FOUNDATION PLAN F=OUNDATION DETAILS A2.0 MAIN FLOOR PLAN, FLOOR PLAN NOTE=S A2.1 UPPER FLOOR PLAN, FLOOR PLAN NOTES AS.O FRONT RIC -,HT E\/ATIO S A5.I REAR LEFT ELEVATIONS A5.2 ROOF FLAN A4.0 E3UIL_DIN6 SECTIONS A5.0 MAIN FLOOR ELECTRICAL FLAN A5.1 UF'FER F=LOOR ELEGTRGAL. PLAN GE3.I GASINET LAYOUTS STRUCTURAL SHEETS 51 STRUGTURAL DETAILS (I STORY 5.2 STRUGTURAL DETAILS (I 5TORY) 55 5TRUGTURAL DETAILS (I STORY) 54 1 STRUCTURAL DETAILS I $ 2 STORY 55 WATER I NTRU51 ON DETAILS H N N TRU55 LAOUT TRS 1 LOVNER ROOF/UPPER FLOOR FRAMING PLAN TR52 I UFFER ROOF FRAMING PLAN J s AREA CALCULATIONS PER UNIT UPPER FLOOR LIVING AREA 961 S.F. MAIN FLOOR LIVING AREA 10-1 S.P. TOTAL LIVING AREA 1,668 S.F. PORCH 26 S.F, COVERED PATIO 29 S.P. GARAGE 213 S.H. `TOTAL UNDER ROOF 1,996 PERMIT �� _�-.._�� � �y. eq,7 I. IT 15 THE RESPONSIBILITY OF THE DR HORTON (DRH) CONTRACTORS TO REVIEW THE5E PLANS AND CONTACT DRH WITH ANY GONFLIGT5 PRIOR TO THE BEGINNING ANY WORK. 2. DO NOT SGALE THESE DRAHIA5, CONTACT DRH CONSTRUCTION MANAGER WITH ANY CONFLICTS IN THE PLANS PRIOR TO BEGINNING ANY WORK. 5. IT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2010 FLORIDA RESIDENTIAL CODE R30I, 2008 NEG AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAH5, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. SEE PRH FOR SCOPE OF WORK AND OR 5PEGIFIGATION5 FOR ADDITIONAL INFORMATION. 5. SEE SHEET 5-1 FOR GENERAL STRUCTURAL NOTES. 6. ALL DIMEN51ON5 ARE FROM FACE OF 7%" BLOCK WALL (OR EDGE OF FLOOR BLAB) TO FACE OF WALL STUD U.N.O. 1 ALL INTERIOR WALLS ARE 3/2" 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. N. ALL WALL GHA5E5 TO BE GAPPED WITH 05B BOARD AT WALL HEIGHT. 10. DRAFTSTOP SHALL BE INSTALLED IN FLOOR TRUSS WEBS EVERY 11000 50, FT, 11. SEE STRUGTURAL SHEET 5-5 FOR WATER INTRUSION APPLICATIONS. 12, DRYER VENTED TO EXTERIOR THROUGH ROOF OR THROUGH WALL. 0. WALL SEPARATION BETWEEN GARAGE AND RE51DENGE AND ATTIC SPACE TO BE 1/2" 6YP5UM BOARD APPLIED TO GARAGE WALL AND GEILING COMP FILE - ISSUED q.3,13 REVISED 2.11.14 ISSUED 02-12-2014 • s SHEET INDEX - 2 STORY • PIAN DATA • s • DWN BY: R.K. • • CHECKED BY: D.D. • • SHEET NUMBER • CS s OF • q., 7 H N N N O • �P�" 111 J s SHEET INDEX - 2 STORY • PIAN DATA • s • DWN BY: R.K. • • CHECKED BY: D.D. • • SHEET NUMBER • CS s OF • 21'•m' II' -2' CF51 CONC. PATIO N.� DENOTES REGE55 ON SLAB 4 DENOTES OPENING IN WALL ABOVE X' DENOTES STEP DOWN AND MEASUREMENT IN SLAB � o DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID FROM FTG. TO TIE BEAM DENOTES TWO #5 VERT. REBAR CELL FILLED 50LI1) FROM FT6. TO TIE REAM cc� DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID @ GOLUMN BASE / LOW WALL V1 K, FTG. BELOW PROVIDE 25' MIN. LAP WHERE SPLICED AND WIRE `' - I I CONC. PATIO a' 9'-2' Ill J - - -- --------- I CFS} 003 ■ o ■ ■ HB INDICATES OPENING _ _-.�:::-r :=- c. = .. ■ ■ j rALL TYP. Asov� ■ I 1-1/2' D RECE65 FOR — — — — — T- -r- — — — — — — — 11/2' D REGE55 FOR I ■ — SLIDING GLA55 DOOR I 51-IDING GLA55 DOOR CF5 I I A/c CONDENSER PAP -1`5I VERIFY 51ZE 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. I I I I 1 INpICATF6 OPENING n,IN WALL A50YE • e I TTP. x' GF4 I _ I IN _l �- I TO CHA$E BELOW CABINET I I TO CHA5E BELOW CABINET CF5 I I I I (I I I ✓- CABINET FACE I I CABINET FACE - ■ Cl in CA ZJ I J I ■— ' 2X4 PLUMB WALL I 2X4 PLUMB WALL .. ■ I GF2 I I AV Is ' I !LA I I �� I� _ I ■ — �I 2X6 PLUMB WALL I I I11I I I 2X6 PLUMB WALL ® — ,� 2X3 PLUMB WALL FOR WASTE LINEI I 2X3 PLUMB WALL FOR WA5TE LINE � - I W/c -- -- - _------. _I ... -----� L...�... ' ....._.... _. I I I f�` I L...." I I I-- 3' � -4' 6'-4' � 6'-5' I 2 • I.3 1 '-5' I _ 6'•4' S'.4� g� I I I I I I ■— I I I I �z I cF2 I I I I I I I CF a 181 I w,.l ISI I I I I I LJ I L� o I 4'-6' T-2' I I I 4' 2' CF5 I w ' w I ELEVATION AT 0'-0' (A55UMED) p I I I 4' THICK 2500 p. 11. CONCRETE I I 1 SLAB ON GRAPE W/ 6x6 CPQ} WELDED WIRE NESH OR FIBER 1 b MESH OVER 6 NIL VAPOR I �' ■ I I I FARRIER ON CLEAN, WELL COMPACTED, GRANULAR FILL, I I I CF5 I � I cF=S II I 1 I w I I I I I 'UA LU -- 5 2- v ■ 3' 5' 2' 2'-I0' 21-101 3' CI` w «, 3/4'D RECE55 FOR 3/4'p REGE55 FOR 1 eH — —GARAGE DOOR — J ■ ■ ■ ■ ■ ■ - GARAGE DOOR -. ... . ': - ::w .... _ w 1 ■ ■ Cf I CFI ■ ■ Y .... } V IN 1'-m' L 1'-6' 3' 1, 4'-0' I' 4' 24' 2'•0' 1'-4' 134' FOUNDATION PLAN SCALE: 1/4' : I' -m' 1'-6' 1,1'-m' I, 3' 1'-6' F w m =r SLAB LEG -END N.� DENOTES REGE55 ON SLAB INDICATES I - 15 VERT. REBAR IN MA50NRY CELL FILLED 50LID W/ CONCRETE, VERT. REINF, SHALL BE HOOKED INTO BEAM ABOVE 4 DENOTES OPENING IN WALL ABOVE X' DENOTES STEP DOWN AND MEASUREMENT IN SLAB � o DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID FROM FTG. TO TIE BEAM DENOTES TWO #5 VERT. REBAR CELL FILLED 50LI1) FROM FT6. TO TIE REAM cc� DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID @ GOLUMN BASE / LOW WALL V1 I.� FTG. BELOW PROVIDE 25' MIN. LAP WHERE SPLICED AND WIRE o a Cu TOGETHER ■ o ■ ■ HB INDICATES OPENING _ _-.�:::-r :=- c. = .. ■ ■ j rALL TYP. Asov� ■ I 1-1/2' D RECE65 FOR — — — — — T- -r- — — — — — — — 11/2' D REGE55 FOR I ■ — SLIDING GLA55 DOOR I 51-IDING GLA55 DOOR CF5 I I A/c CONDENSER PAP -1`5I VERIFY 51ZE 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. I I I I 1 INpICATF6 OPENING n,IN WALL A50YE • e I TTP. x' GF4 I _ I IN _l �- I TO CHA$E BELOW CABINET I I TO CHA5E BELOW CABINET CF5 I I I I (I I I ✓- CABINET FACE I I CABINET FACE - ■ Cl in CA ZJ I J I ■— ' 2X4 PLUMB WALL I 2X4 PLUMB WALL .. ■ I GF2 I I AV Is ' I !LA I I �� I� _ I ■ — �I 2X6 PLUMB WALL I I I11I I I 2X6 PLUMB WALL ® — ,� 2X3 PLUMB WALL FOR WASTE LINEI I 2X3 PLUMB WALL FOR WA5TE LINE � - I W/c -- -- - _------. _I ... -----� L...�... ' ....._.... _. I I I f�` I L...." I I I-- 3' � -4' 6'-4' � 6'-5' I 2 • I.3 1 '-5' I _ 6'•4' S'.4� g� I I I I I I ■— I I I I �z I cF2 I I I I I I I CF a 181 I w,.l ISI I I I I I LJ I L� o I 4'-6' T-2' I I I 4' 2' CF5 I w ' w I ELEVATION AT 0'-0' (A55UMED) p I I I 4' THICK 2500 p. 11. CONCRETE I I 1 SLAB ON GRAPE W/ 6x6 CPQ} WELDED WIRE NESH OR FIBER 1 b MESH OVER 6 NIL VAPOR I �' ■ I I I FARRIER ON CLEAN, WELL COMPACTED, GRANULAR FILL, I I I CF5 I � I cF=S II I 1 I w I I I I I 'UA LU -- 5 2- v ■ 3' 5' 2' 2'-I0' 21-101 3' CI` w «, 3/4'D RECE55 FOR 3/4'p REGE55 FOR 1 eH — —GARAGE DOOR — J ■ ■ ■ ■ ■ ■ - GARAGE DOOR -. ... . ': - ::w .... _ w 1 ■ ■ Cf I CFI ■ ■ Y .... } V IN 1'-m' L 1'-6' 3' 1, 4'-0' I' 4' 24' 2'•0' 1'-4' 134' FOUNDATION PLAN SCALE: 1/4' : I' -m' 1'-6' 1,1'-m' I, 3' 1'-6' F w m =r SLAB LEG -END N.� DENOTES REGE55 ON SLAB ........... .......... _ _ J DENOTES OPENING IN WALL ABOVE X' DENOTES STEP DOWN AND MEASUREMENT IN SLAB � o DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID FROM FTG. TO TIE BEAM DENOTES TWO #5 VERT. REBAR CELL FILLED 50LI1) FROM FT6. TO TIE REAM 14 DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID @ GOLUMN BASE / LOW WALL MONCL-17HIC r-0071NO SCHF-Q. 16"w x 20"d GONC, MONOLITHIC, FOUNDATION �w/ (2) #5 REDAR CONTINUOUS. EXTERIOR FI EOUNDATION POURED 5OLIC) wl GONG. SLAD ON ORAPE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. 16°W x I2"d CONC. MONOLITHIC FOUNDATION FU (2) 05 REBAR CONTINUOUS. INTERIOR �F2 FOUNDATION POURED SOLID w/ CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL. INFO. 12"w x 8"d CONC. MONOLITHIC FOUNDATION W/ (1) #5 REF3AR CONTINUOUS. EXTERIOR ��� FOUNDATION POURED SOLID w/ CONC. 5LAE3 ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL. INFO. 24'w x I2"d CONC. MONOLITHIC FOUNDATION W/ (3) #5 REBAR CONTINUOUS. INTERIOR GF4 FOUNDATION POURED SOLID W/ CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. 20"w x 20"d CONC. MONOLITHIC FOUNDATION (w/ (3) 05 REBAR CONTINUOUS. EXTERIOR C- 5 FOUNDATION POURED SOLID w/ GONG. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL. INFO. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 5PEGIFICATION5 COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GORE - RESIDENTIAL 5ECTION R301(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160 1 FOR 13a MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IS CHANGED. THIS DRAWING 15 51GNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELECTRICAL, OR MECHANICAL" DETAILS, IF SHOWN, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR To START OF ANY CONSTRUCTION. THE STRUCTURES GROUP 15 NOT RE51FON51BLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGE5 ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. The Structures Group, Inc, Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #B 'Pampa, FL 33607 Phone (813)877-3421 Fax (813)815-9320 � www.Structures-Group.com ° e COMP FILE - ISSUED q.3.13 REVISED 2.11,14 ISSUED 02-12-2014 wuNDariaN PLAN FOUNDATION DETAILS • DWN BY: R.R. " • CHECKED BY: D.D, e I% SHEE.� NUMBER A1,0 OF r1l �. 13 2014 m� � o 14 �w �w� I.� a o a Cu �A", W �Q M t WG C/7 xaz ay� q d ,,ma�yy ti • s wuNDariaN PLAN FOUNDATION DETAILS • DWN BY: R.R. " • CHECKED BY: D.D, e I% SHEE.� NUMBER A1,0 OF r1l �. 13 2014 Q, CId I.� c A l 1 N N [� N F- J wuNDariaN PLAN FOUNDATION DETAILS • DWN BY: R.R. " • CHECKED BY: D.D, e I% SHEE.� NUMBER A1,0 OF r1l �. 13 2014 x, S A/C CONDENSER PAD VERIFY 51ZE E LOCATION IN FIELD. VERIFY CONDEN5ER TO PAD CONNECTION WITH MANUF. II' -2' 1' 5'-1' MAIN FLOOR PLAN 5CALE: 1/4' -1'-m' 19'-a' 9.61 5'•1' Owl 1 a' CU) 2 2450 5H 30E IN 5'-1' AIC CONDEN5ER PAD VERIFY 61ZE 6 LOCATION IN FIELD. VERIFY CONDEN5ER TO PAD CONNECTION WITH MANUF. SHEAR CALCULATIONS M' -O" HT. GMU WALL. NOTE: ALL CMU MASONRY WALL5 DESIGNED TO 10'-8" HT, GMU WALL. RE515T WIND INDUCED SHEAR FORCES. 1 GMU WALL W/ I" (NUM.) FURRING. SHEAR WIND PRESSURE = 35 F'SF FIRE-RE515TANT GMU WALL W/ 2" (NOM.) FURRING 2ND FLOOR LEVEL DENOTES ONE #5 VERT. REBAR CELL FILLED 1. FRONT - BACK DIRECTION SOLID FROM FTG. TO TIE BEAM A SHEAR FORCE = 24000 LB SHEAR WALL REQUIRED = 24.0 FT SHEAR WALL PROVIDED = 13a FT SAFETY FACTOR 5.15 FOR HEIGHT. 2. 51DE - SIDE DIRECTION INT. NON-BEARING WALL- SEE FLOOR PLAN FOR cam-- SHEAR FORCE - 18500 LB SHEAR WALL REQUIRED 18.5 FT SHEAR WALL PROVIDED = 60 FT SAFETY FACTOR = 3.24 15T FLOOR LEVEL e 1. FRONT - DACK DIRECTION SHEAR FORCE - 38940 LB SHEAR WALL REQUIRED 39.0 FT SHEAR WALL PROVIDED = 144 FT SAFETY FACTOR = 3.09 2. 51DE - SIDE DIRI=CTION SHEAR FORCE 31100 LB SHEAR WALL REQUIRED = 31.0 FT SHEAR WALL PROVIDED = 34.0 FT SAFETY FACTOR = 1.01 BALL L55 END M' -O" HT. GMU WALL. • IT. 10'-8" HT, GMU WALL. 1 GMU WALL W/ I" (NUM.) FURRING. FIRE-RE515TANT GMU WALL W/ 2" (NOM.) FURRING EACH 51DE DENOTES ONE #5 VERT. REBAR CELL FILLED SOLID FROM FTG. TO TIE BEAM A DENOTES TWO #5 VERT. REBAR CELL FILLED 50LIP FROM FTG. TO TIE BEAM DENOTES ONE #5 VERT. REBAR GELL FILLED SOLID @ COLUMN BASE / LOW WALL INT. BEARING FRAME WALL- SEE FLOOR PLAN f FOR HEIGHT. ® INT. NON-BEARING WALL- SEE FLOOR PLAN FOR cam-- HEIGHT, LE-POER SC 12UL U (TO CMU) (2) 2" X 12" PRE55URE TREATED WOOD LEGDER A/ "N EPDXY ANCHOR BOLTS 5PAGED @ 24" O.G. (TWO ROA5 5TA66ER PATTERN) INTO MA5ONRY/GONGRETE WALL. W' EMBEDMENT IN CONCRETE W/ 51HP50N 5ET EPDXY). 1_ME:)CPEF, 5Gr0ULE (To GMU) (2) 2" X 8" PRESSURE TREATED AOOD LEGDER W/ wl)"4 EPDXY ANGHOR DOLTS SPAGED © 24" OG. (TWO ROWS STAGGER PATTERN) INTO MASONRY/GONGRETE HALL. W' EMBEDMENT IN GONGRETE W/ 51MP50N SET EPDXY). J 5TRUGTURAL NOTE ATTACH WOOD FRAME WALL TO MASONRY w/ cI EPDXY ANCHOR BOLTS, SPACED � 24' D.C. (C' EMBED. 51MP50N SET EPDXY) F057 5C HF71 %LF_ (3) 2'X4" UJB. JACK POST w/ (2) 51MP50N LSTA24 (WD. P2 BEAM) OR (1)51MP50N HTT4 (MASONRY/ CONCRETE) BA5E. U.N.O. BLOCK BEARING SOLID. HIAA; E -R SCH'r;)ULl-: (2) 2'X8' UJB. HEADER w/ 1/2' PLY. UJB. FLITCH PLATE w/ (1)51MP50N L5TA24 �@ EA. END. SUPPORT END5 w/ (3) OHI2"X4' (MIN. DEPTH) IUD. JACK POSTS w/ 51MP50N w/ (1) 5IMP50N HTT4 (MASONRY) OR (1) 51MP50N L5TA24 (WD. BEAM) o BASE U.N.O. (2) 2"X12" IUD. HEADER w/ 1/2' PLY, WD. FLITCH PLATE w/ 9(2) 51MP50N L5TA24 V EA. END. SUPPORT ENDS w/ (3) H2 2'X4" (MIN. DEPTH) IUD. JACK POSTS w/ 6IMP50N w/ (1) SIMP50N HTT4 (MASONRY) OR (2) SIMPSON L5TA24 (UJB. BEAM) ,@ BASE U.N.O. L=INTE=L 5r HUPULE 8"X8' PRECAST LINTEL GROUTED SOLID w/ (1) 0 5 DREDAR. INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. 5'X1G" MASONRY COMP051TE BEAM GROUTED SOLID w/ (1) 15 REBAR IN PRECAST LINTEL AND KNOCK -OUT L2 BLOCK COURSE ABOVE. INSTALL A5 PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS, NOTE: ALL PRECAST/POIUERDOX LINTELS SHALL BE SUPPORTED DURING CONCRETE CURE. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLAN5 AND SPECIFIGATIONS COMPLY WITH THE MINIMUM REQUIREMENT5 OF THE FLORIDA BUILDING CODE - RESIDENTIAL SECTION R501(2010 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA DUILDING GORE, SECTION 160a FOR 131 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. THIS DRAWING IS SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF 5HOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION E3E6INS. THE ENGINEER OF RECORD IS RESPON5IBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROP05ED CHANGES TO ORIGINAL STRUCTURE 51­10WN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL GOMPONENT5. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #B Tampa, F'L 33607 Phone (813)877-3421 Fax (813)875-9320 www.Structures—Group.com COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 s • Cqp oil 7FRD �h wm m� w� Ci k7 O 0.W 0 o 15 yadto. 6h I7 �3j � ^y co V F-� .Sig .b a.> o • s s • IT. Q� 3 cam-- COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 s • Cqp oil 7FRD �h wm m� w� Ci k7 O 0.W 0 o 15 yadto. 6h I7 �3j � ^y co V F-� .Sig .b a.> o • s • MAIN FLOOR PLAN • FLOOR PLAN NOTES s • DWN BY: R.R. • • CHECKED BY: U.U. • i�l SHEET NUMBER Ata® OF Q� cam-- I N N i N O e J • • MAIN FLOOR PLAN • FLOOR PLAN NOTES s • DWN BY: R.R. • • CHECKED BY: U.U. • i�l SHEET NUMBER Ata® OF 0- fin w1 IS 3050 5H FGRE Liv �L�V OWNER'S BATH 4'-1' 6,CLC. 12' 11- w1 LI 3050 5H EGRRI 1 6'-4' w1 L) 3050 5H EGRE55 1'-4' wl e 3050 5H EGRE55 OWNER' BATH V-4' CLG. R Lb 1 4'-1' SCALE: 114' =1'•0' oil AA A4.0 W SHEAR CALCULATIONS Il' -O” HT. GMU WALL. NOTE, ALL CMU MA50NRY WALLS DE51eNED TO . RE616T WIND INDUCED SHEAR FORCES. CPT. N.S. SHEAR WIND PRESSURE = 35 F'5F 2868 2ND FLOOR LEVEL DENOTES ONE #5 VERT. REBAR GELL FILLED 50LIP FROM FT6. TO TIE BEAM � DENOTES ONE #5 VERT. REBAR GELL FILLED 50LIP @ COLUMN BASE / LOW WAIL SHEAR FORCE = 2868 t 5HEAR WALL REQUIRED = 24.0 FT 5HEAR WALL PROVIDED = 138 FT - TEMP. GLA55 ENCL 5.15 2. SIDE - SIDE DIRECTION 5HEAR FORCE - 18500 TEMP. GLASS ENCL. 5HEAR WALL REQUIRED = 18.5 FT 3' 6' FULL WALL TO IN WIG FT 5AFETY FACTOR OWNER'S � � � OWNER'S FULL WALL TO +84' 5HEAR FORCE 38940 LB 5HEAR WALL REQUIRED = SHOWER FT 5HEAR WALL PROVIDED = 144 SUITE SAFETY FACTOR SUITE 2. SIDE - SIDE DIRECTION SHOWER 5HEAR FORCE = 31100 L5 IR25 31.0 FT 8'4 CLG. 34.0 8'4 CLG. 5AFETY FACTOR 1.01 IRE25 I y W.I,C .I.C. I I 8'-4" G. X K LG. I w' 41•1' 3' 9' 4' 1' 4'-1' 3' 9' 4' I 28'v8 2868 I R45 RE5 W.I.C. 1 W.I.C. 64 CLG. i - iC i 64 CLG. BEDROOM 3W I I BEDROOM 3 CLG. 5EE MAIN FLOOR SEE MAIN FLOOR FOR STAIR DATA FOR 5TAIR DATA 22'x30' ATTIC 22'x315' ATTIC ACCE55 DN DN ACCE55 2868 2868 1. C. 'CLG, 4068 PAIR I ~'`�. p a 406a PAIR I W.I.C. I - 8' I r' �n V. 4' CLG. �' 3'-6' CLR Y -C CLR11.11 - — — — — - ............. ... .. — — R45 61 RAS 5 5H ti2Xb WALL 2X6 WALL r MI LA) WIG 5 5H 42' H. KNEEWALL 42' H. KNEEWALL LAV WIG– `9 BATH `6$ �� TH 2 � 8'-4' G. CPT. 8'- "CLG. H6a,- I 4'-0' 4'-0' 4'-4 3'-1' 5'-10' 3'-3' 0 286 �; � 2a6a o — — Rf5 — — — HANDRAIL IN5TALLED 9 +36' A13Y. 5TAIR N051NG HANDRAIL INSTALLED o +36" AI3V. 5TAIR N051NG R45 — — — — — — OR LANDING OR LANDING - 4068 PAIR r 4068 PAIR I I I I I � I I I I pl Iw I LAU N t s I r N D Rl 8'-4'CL I Ix 8 -4' CLG. s' X1 .. I Wi ID I I r, BEDROOM 2 L -�' BEDROOM 2 16'X36" F.G. 16'X3 ' F.G. I 16'X36'FG, 16'X36' F.G. L.I l -I 1..1 LI 305�0�5 EGRE55 3050 5 EGRE55 /OW `LI �/ 2'-2' 2'-10' 13'-0' I I6' 0' 13'•0' 42' rOl SCALE: 114' =1'•0' oil AA A4.0 W SHEAR CALCULATIONS Il' -O” HT. GMU WALL. NOTE, ALL CMU MA50NRY WALLS DE51eNED TO . RE616T WIND INDUCED SHEAR FORCES. 1 SHEAR WIND PRESSURE = 35 F'5F FIRE-RE515TANT GMU WALL W/ 2" (NOM.) FURRIN6 EACH 51DE 2ND FLOOR LEVEL DENOTES ONE #5 VERT. REBAR GELL FILLED 50LIP FROM FT6. TO TIE BEAM 1. FRONT - PACK DIRECTION DENOTES ONE #5 VERT. REBAR GELL FILLED 50LIP @ COLUMN BASE / LOW WAIL SHEAR FORCE = 24000 LB 5HEAR WALL REQUIRED = 24.0 FT 5HEAR WALL PROVIDED = 138 FT 5AFETY FACTOR z 5.15 2. SIDE - SIDE DIRECTION 5HEAR FORCE - 18500 LP 5HEAR WALL REQUIRED = 18.5 FT SHEAR WALL PROVIDED = 60 FT 5AFETY FACTOR 3.24 • 15T FLOOR LEVEL 1. FRONT - PACK DIRECTION 5HEAR FORCE 38940 LB 5HEAR WALL REQUIRED = 39.0 FT 5HEAR WALL PROVIDED = 144 FT SAFETY FACTOR 2. SIDE - SIDE DIRECTION 5HEAR FORCE = 31100 L5 5HEAR WALL REQUIRED = 31.0 FT 5HEAR WALL PROVIDED = 34.0 FT 5AFETY FACTOR 1.01 ALL LEG: -END Il' -O” HT. GMU WALL. s . HT. GMU WALL. 1 GMU WALL W/ I" (NOM.) FURRIN6. FIRE-RE515TANT GMU WALL W/ 2" (NOM.) FURRIN6 EACH 51DE DENOTES ONE #5 VERT. REBAR GELL FILLED 50LIP FROM FT6. TO TIE BEAM DENOTE5 TWO #5 VERT. REBAR CELL FILLED SOLID FROM FT6. TO TIE BEAM DENOTES ONE #5 VERT. REBAR GELL FILLED 50LIP @ COLUMN BASE / LOW WAIL INT. BEARIN6 FRAME WALL- SEE FLOOR PLAN FOR HEIGHT. INT. NON-BEARIN6 WALL- SEE FLOOR PLAN FOR HE16HT. .00 (3) 2'X4' WD, JACK P05T w/ (2) 51MP60N L5TA24 W. Pz BEAM) OR (1) 51MP50N HTT4 (MA50NRY/ CONCRETE) BASE, U.N.O. BLOCK BEARING 5OLID, H Ar;)f;P, 5CHr-l:�ULE (2) 2'X8" IUD. HEADER w/ 1/2" PLY, IUD. FLITCH PLATE w/ (1) SIMPSON LSTA24 a EA. END. SUPPORT ENDS w/ (3) H1 2'X4' (MIN. DEPTH) IUD. JACK POSTS w/ 51MP50N w/ (1) 51MP50N HTT4 (MASONRY) OR (1) 51MP50N 1_5TA24 (WD. BEAM) ,@ BASE U.N.O. (2) 2"X12' WD. HEADER w/ 1/2' PLY. WD. FLITCH PLATE w/ � (2) 51MP50N 1_5TA24 u EA. END, SUPPORT ENDS w/ (3) "2 2"X4" (MIN. DEPTH) WD, JACK P06T5 w/ 6IMP50N w/ (1) SIMPSON HTT4 (MASONRY) OR (2) 5IMP50N L5TA24 (WD. BEAM) ,@ BASE U.N.O. LINTEL aGHrzL—.)ULE� VX8" PRECAST LINTEL. GROUTED 5OLI1D w/ (1) # 5 REBAR, INSTALL AS PER CONSTRUCTION DE'rAIL5 ON THE CONSTRUCTION DETAIL SHEETS. VXI6" MASONRY COMP051TE BEAM GROUTED SOLID w/ (1)15 REBAR IN PRECAST LINTEL AND KNOCK -OUT L2 FLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. NOTE: ALL PRECA5'r/POWERBOX LINTELS SHALL BE SUPPORTED DURING CONCRETE CURE. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 5PEGIFICATIONS COMPLY WITH THE MINIMUM REQUIREMENT5 OF THE FLORIDA BUILDING GORE — RE510ENTIAL 5EGTION R501(2010 EDITION) PLANS AND 5PEGIFIGATION5 GOMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160q FOR 13q MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 516NED AND SEALED OR UNTIL THE REQUIREMENT5 OF THE FLORIDA BUILDING GODE 15 CHAN6ED. TH15 DRAWING 15 515NED AND SEALED FOR THE 5TRUGTURAL PORTION5 OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAIL5, IF 5HOWN, ARE FOR VI5UAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWIN65 BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DE516N PROFE5510NAL5' SHOP DRAWIN05, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING5 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GON5TRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMEN51ON5. THE 5TRUGTURE5 GROUP 15 RE51FONSIBLE FOR PROPOSED GHAN6E5 TO ORIGINAL 5TRUGTURE 51­10WN ON THESE PAGES ONLY. THE 5TRUGTURES GROUP 15 NOT RESPON5IBLE FOR EXISTING STRUGTURAL GOMPONENT5. The Structures Grow Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #B Tampa, FL 33607 Phone (813)877-3421 Fax (813)875-9320 www.Structui-es–Group.com s • COMP FILE - I SSUED X1.3.13 REVISED 2.11.14 ISSUED 02-12-2014 UPPER FLOOR PLAN FLOOR PLAN NOTES s s p - N O c� 0 Q DWN BY: R.R. CHECKED BY: D.U. {„I SHEET NUMBER A2.1 OF l 11 E 13 2014 s . c Cn 1 N N , � N � O s • UPPER FLOOR PLAN FLOOR PLAN NOTES s s p - N O c� 0 Q DWN BY: R.R. CHECKED BY: D.U. {„I SHEET NUMBER A2.1 OF l 11 E 13 2014 2'X11' RAISED BANDING 61/2') 4'X18' RAI5FD BANDING 1+17 VX4' RAISED BANDING (+27 A' FOAM DETAIL 0 2' RAISED FOAM (+67p FOAM (_�b—_')_ RA15ED FOAM 1+55) DECORATIVE CORBEL 2 DECORATIVE WINDOWSILL DETAIL SCALE: 11/2' = 1'-0' MAIN -FAIN MIN. 1)15TANGE FOR HURRICANE 5HUTTER ATTACHMENT A5 REOUIRED BY CODE DECORATIVE FOAM TRIM i = —5AND FINISH 5WGO FINISH PAINTED }............................. " TRIM COLOR DECORATIVE 5HUTTER5 ' WINDOW FRAME MAINTAIN MIN. DISTANGE FOR HURRIGANE _ SHUTTER ATTAGHMENT A5 REQUIRED BY -- GOOF DEGORATIVE 5HU`FTER5 WINDOW FRAME f SAND FINISH STUGGO FINISH PAINTED :..................__. -FRIM DOLOR -� DECORATIVE FOAM SILL MAINTAIN MIN. 1)15TANGE FOR HURRIGANE SFIUTTER AT FAG HMENT A5 REOUIRED BY GORE SHUTTER DETAIL SCALE: 1%2' = 1'-0" FOAM CORBEL DETAIL G�ALE: 11/2 = I'-0° HD. I 4' BANDING (+2j / 12' BANDING b FIN. X 15T. F1 CLCD. NT, NDpE :CTURAL COMP051TE ROOF 5HINGLE- TYP. 4 NT. �. ray T, HT, 9'-4' DOW �. HT. sR. HT. �. WINDOW HD. HT. FLUSN STUCCO TO MATCH - MAIN BODY FINISH )ECORATIYE 5HUTTER - TTP. - (SEE DETAIL 31A30) FIN. 2N . FL 15T. FLK CLG. HT. 9'-4' WINDOW HD. HT. RIGHT ELEVATION SCALE: 1/4' : I'-0' ■ V RA15ED BANDING 1+157 WFFP 5CREFD 6:12 FYPON SX24X2 V RAISED BANDING (+I') DECORATIVE LOUVER 6:12 4' RAISED BANDING (+I') — — / v+ - - 7� U 11 El ( i1 .................. E r I L ---------------- - --- - - E 1 ...-_ I .............-................... --------------------------------- ...... I - ----- -- —---- ---� — FRONT ELEVATION SCALE: 1/4' = 1'-0' ARCHITEGTURAL COMP051TE ROOF SHINGLE- TTP. BANDING (+1.57 T.M.1586. HT. WINDOW HD. HT DECORATIVE SHUTTER - TYP. (5EE DETAIL 3/A3.0) 4 � 04' BANDING WO) of 12' BANDING (+1.0' FIN. 2ND F 16T. FLP. —ot CLCD. HT. 9'-4' WIN OW OL HD. HT. -COACH LIGHT +102' A.T.0.5. -OS' BANDING 1+1.5') m 1.0.5. NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHTS YERIFY ALL SEARING WALL HEIGHTS WITH FINAL TRll55 LAYOUTS EXTERi_OR FINISH NOTES I. CEMENT PLASTER FIN15H OVER CONCRETE MASONRY SHALL BE 5/8' THICK TEXTURED PER COMMUNITY SPECIFICATIONS. 2. CEMENT PLASTER FINISH OVER FRAMED WALLS SHALL BE 1/6' (3 -COAT) TEXTURED PER COMMUNITY SPECIFICATIONS, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD,FBC R103L, 3. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS 4 TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RAISED BANDING. 4. SIDE 4 REAR ELEVATION: BANDING AROUND WINDOW5 4 DOORS MAY BE OPTIONAL PER COMMUNITY 5PEC5 -SEE COMMUNITY SPECIFICATIONS OR CONSULT D.R. HORTON CONSTRUCTION MANAGER ALL BANDING 5HALL REGEIVE A 5AND FIN15H. D. ROOF COVERING: SEE COMMUNITY SPECIFICATIONS OR CONSULT P.R. HORTON CONSTRUCTION MANAGER. SEE STRUCTURAL 5HEET5 FOR SHEATHING REQUIREMENTS. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS GOMPLI' WITH THE MINIMUM REWIREMENT5 OF THE= FLORIDA BUILDING GODS - RESIDENTIAL SECTION R50I(2010 E=DITION) PLANS AND SPEGIFIGATION5 COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1601 FOR 151 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 GHAN6E1;'. THI5 DRAWING 15 510NED AND 5EALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELECTRICAL, OR MECHANICAL DETAILS, IF 5HOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUCTION BE61N5. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE STRUCTURAL INTE6ftITY OF THIS PROJECT ONLY, ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFE5510NAL5' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND 5EALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORO PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGE5 ONLY. THE STRUCTURES GROUP 15 NOT RESPON51BLE FOR EXISTING STRUCTURAL COMPONENTS. The Structures Grou , Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. /52585 CA 8956 1711 N. Armenia Avenue, #B 'I'arnpa, F'L 33607 Phone (813)877-3121 Fax (813)875-9320 www.Structures-Group.corn COMP FILE - ISSUED H,3,13 REVISED 2.11.14 ISSUED 02-12-2014 s • q do c7 E N �t oa p dq U A N oj * -q 0 0 R' W v 6 0'o ko v l v� � q • F'<�J s Cn �• a I= ¢2�?,��,3 Ct COMP FILE - ISSUED H,3,13 REVISED 2.11.14 ISSUED 02-12-2014 s • q do c7 E N �t oa p dq U A N oj * -q 0 0 R' W v 6 0'o ko v l v� � q FRONT 4 RIGHT ELEYATION5 • ELEVATION DETAILS C'J "6 tiv Q) I -a 6 v� JECKED :o3-o- � Y: • HEET NUMBER • A3.0 • OF • • s Cn Ct u N J LLO FRONT 4 RIGHT ELEYATION5 • ELEVATION DETAILS C'J "6 tiv Q) I -a 6 v� JECKED :o3-o- � Y: • HEET NUMBER • A3.0 • OF • ARCHITECTURAL COMP051TE ROOF 5HING ARG. . HT. IDOW OL >. HT. ' BANDING (+2.81) 12' BANDING (41.0' FI -24' e� I0�W �. HT. ARCHITEGWL GOMFO51TE ROOF SHINGLE- TTP. WINDOW ND. HT. jo SIN. 2N . FLR 19-1 1ST. CL G. HT. V-4' WINDOW HD. HT, T.0.5. LEFT ELEVATION SCALE: 1/4' = 1'-0' I i 1 1...........J I i i 1 i ............................................: REAR ELEVATION 5CALE: 1/4' - 1'-0' NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTERSECTIONS, AT BUTTERS, AT ALL CHAN6F5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEI6HT5 VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUTS EXTERIOR FINISH NOTES 1. CEMENT PLASTER FIN15H OVER CONCRETE MASONRY SHALL BE 5/8' THICK TEXTURED PER COMMUNITY 5PECIFICATION5. 2. CEMENT PLASTER FIN15H OYER FRAMED WALLS SHALL BE 1/8' (3 -COAT) TEXTURED PER COMMUNITY SPECIFICATIONS, OYER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATHE TO BF FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBG R103h. 3. FRONT ELEYATION5: BANDING, MOLDING, COLUMN5 4 TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RAISED BANDING. 4.51DE 4 REAR ELEVATION: BANDING AROUND WINDOWS 4 DOORS MAY BE OPTIONAL PER COMMUNITY SPECS -SEE COMMUNITY SPECIFICATIONS OR CONSULT D.R. HORTON CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FIN15H. 5. ROOF COYFRING: SEE COMMUNITY SPECIFICATION5 OR CONSULT D.R. HORTON CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENT5. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLAN5 AND SPECIFICATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GODS - RESIDENTIAL 5EGTION R30I(2010 EDITION) PLANS AND 5PEGIFIGATION5 COMPLY WITH THE FLORIDA BUILDING CODE, 5EGTION 1601 FOR 131 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REG2UIREMENT5 OF THE FLORIDA BUILDING CODE 15 CHANGED. THIS DRAWING 15 51GNED AND 5EALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GON5TRUGTION BEGIN5. THE ENGINEER OF RECORD 15 RE5PON51BLE FOR THE 5TRUGTURAL INTEGRITY OF TH15 PROJECT ONLY. ANY OISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAAING5 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CON5TRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL. 5TRUGTURE 51-10WN ON THESE PAGES ONLY. THE STRUCTURES GROUP 15 NOT RE5PON515LE FOR EXISTING STRUGTURAL GOMPONENTS. The Structures Dr. Nick M. Bradford, P.E FL. Reg. #52585 CA 8956 1714: N. Armenia Avenue, Tampa, FL 33607 Phone (813)877-3421 Inc. S. E. #B Fax (813)875-9320 www.Structures—Group.com s e COMP FILE ISSUED q.3,13 REVISED 2.11.14 ISSUED 02-12-2014 • REAR 4 LEFT ELEVAtION5 ELEVATION DETAILS e s •LECKED R.R. BY: D.D. s • HEET NUMBER • All s OF • IV It I FE 3 2014 Cil W Q� N s O • • REAR 4 LEFT ELEVAtION5 ELEVATION DETAILS e s •LECKED R.R. BY: D.D. s • HEET NUMBER • All s OF • IV It I FE 3 2014 (FRONT ELE 3' 5'-4' 1 5'-4' 1 5'-4' 1 5'-4' 5'-4' 5'-4' VERTICAL F INFOKKNT SPACING A5 CONTINUED FROM SECOND FLOOR WALLS RAKE WALL DETAIL @ PARTY WALE 5CALP: I/4' = 1'-0' 2f A' La" 5RG. Ni. ..I..............i. I�' g. CA5T IN PLACE CONCRETE WALL �- ClU. WALL RAKE WALL DETAIL ENTRY PARTY WALL SCALP: 1/4' = 1'-0' 0 Mm FARE STOP 4'-0' 4'-0' 11 __. ...... ._---- ---- - __ ..__ .... ..-.------.... _ - ..... /_ �..._ ._._.........._ _ . I r/'/'/'/,//'/'/� j / i / 1 I'-2'TYP.9GA5LE / 1 Al / .- ............ �.....l.._ �..../...._ Z..._ .� _ ....... ..... _ ...._. _. I I I/ / / f/ / i- ,I I I ii �:12///� I / i'J -- ....... ----- .. ._........_ _. _ _ _ GADLE FNp IUALI. 6A5l.E SND U1ALL__. ROOF PLAN SCALP: 1/4' = 1'-0' COMP FILE - ISSUED q J.1 J REVISED 2.11.14 ISSUED 02-12-2014 ROOF PLAN • DWN BY. R.R. CHECKED BY: PD. SHEET NUMBER " A3.2 • OF O � � N � ocn q) N N N I 1 O i ROOF PLAN • DWN BY. R.R. CHECKED BY: PD. SHEET NUMBER " A3.2 • OF HANDRAIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE 5TAIR 11051N0. HANDRAIL5 SHALL_ BE GONTINUOU5 PEP. FLIGHT OF STAIRS. HANDRAILS SHALL BE I I/2" CLEAR OF ALL ADJAGENT FINISH MATERIALS AND EN05 SHALL RETURN TO WALL OR "TERMINATE IN NEWEL PO5T5 OR SAFE TERMINALS. HANDRAIL5 SHALL BE 1 1/4"-2" IN GROSS SECTIONAL DIMEN5IUN, OR APPROVED EUUIVALENT, AND BE SMOOTH NITTI NO SHARP EDGE5/CORNER5. STAIR AND RAILING SUPPLIER IN5TALLER SHALL 5ATI5F'r ALL BUILDING DEPARTMENT APPROVAL REMIREMENT5 FOR THE PRODUGT5 'rHE'r PROVIDE OR INSTALL SHOULD GOMPLY H/ 2010 FLORIDA BUILDING GODS GUARDRAIL5 SHALL NOT BE LESS THAN 56" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE PAILS OR AN ORNAMENTAL PATTERN 5UGH THAT A 4" DIAMETER SPHERE CANNOT PAcS "THROUGH " SPHERE O ,THE TRIANGULAR OPEN]N05 AT STAIR TREAD, R15ER, R BOrTOM SHALL BE 5UGII A5 NOT THAT A 6" DIAMETER SPHERE GANNOT THROUGH PA55 THROUGH. - 6" SPHERE f MAY Nor PA55 THP GTI GUAGUARDRAIL'RAILD ETAIL 5GALE: N: C 5. MATCH HEIGHT OF SA5EBOARD 51MP5ON L5G OR E 2x12 NOTGHED 5TP 1/2 GYP. BD. Ar AL AND GEILING OF EP USABLE SPAGE UNC 2X12 STRINCFR9 T STRIN-GER/LAN-DING TOP DETAIL LEDGER © MASONRY FINISHED SURFACE 3/4" PLYNUUU "TREADS q wq� H 2X8 LEDGER ATTACHED TO i2 ro� MA5. W/ 114'X 3' TAPGUN5 0 �w � � m P-0 o b'O.6. 5TA6GERED 3/4" PLYHOOD TREADS 1� cn d�1 as 5/8" PLYNOOD RISERS (TYP.) 2x12 NOTCHED STRINGER q) SIMPSON L550 OR EQUAL SIMPSON LU526 OR EQUAL 0 LANDING TYP. c 2X8 JOISr 0 LANDING 1/2" GYP. BD. AT ALL HALLS AND GEILING OF ENCLOSED I N N USABLE 5PAGE UNDER STAIR N 2X12 5TRINGER5 T(P. s 0 J • T__rP____11II )<Af P ON/ GAP (T'YP.) 2x8 END JOIST ATrAGH 2X8 LEDGER TO EA VERT STUD W/ (3) I(gr) NAILS ALT' LEDGER © WD FRAMED NALL STRINGER/Lt1NDING DETAIL FINISHED SURFACE 3/4" PLYNOOD TREAD5 T'rP 2x12 NOTCHED 5TRINGER 5/8" PLYNOOD RISERS 5EGURE NOTCHED STRINGER TO FOOT N/ (2) 12d COM MIN. SEGURE FOOT TO SLAB w/ 1/41x3-1/2" TAPGON5 © 8" ox, ALL NOW IN DIREGT GONTAGT KITH CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION A5 ALLONED BY CODE. - 2X12 5TRINGERS TYP (r'rP FLOUR. /STRINGER DETAIL 5G E: N.r.5, I® I' BUILDING SECTION "A -A" 5CA.E: 1/4' 2 I'-0' .j BUILDING SECTION "B -B" SCALE: 1/4' - 1'-0' • s COMP FILE - ISSUED 9 x,13 REVISED 2.11.14 ISSUED 02-12-2014 s . BUILDING 5EC71Gfl5 • DWN BY: R.R. • • CHECKED BY: P.O. • • SHEET NUMBER A4.0 Ili OF , q wq� H m= ro� a t vi �w � � m P-0 o 1� cn d�1 as q) BUILDING 5EC71Gfl5 • DWN BY: R.R. • • CHECKED BY: P.O. • • SHEET NUMBER A4.0 Ili OF , 1� q) c I N N N s 0 J • BUILDING 5EC71Gfl5 • DWN BY: R.R. • • CHECKED BY: P.O. • • SHEET NUMBER A4.0 Ili OF , MAIN FLOOR ELECTRICAL PLAN ALL ELECTRICAL DE516N AND WORK SHALL BE IN 5TRICf COMPLIANCE HI rFl rflE 2008 NATIONAL ELECTRIC CODE 6ENERAI. E�.EGTRI OAI— NOTES 1) PER NEC SECTION 210.12(B) ALL 15A i 20A, 120V BRANCH CIRCUITS 5UPPLYIN6 OUTLETS REQUIRE AFGI PROTECTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY 5LEEPIN6 ROOM. 3) PER NEC SECTION 210,8(8)(4) ALL 15A T 20A, 125V REGEPTAGLE5 INSTALLED OUTDOORS MUST BE GFCI-PROTECTED. 4) PER NEC SECTION 210.8(8)(5) ALL 15A 4 20A, 125V RECEPTACLES INSTALLED WITHIN 6' OF A 51NK (IN NON -DWELLING UNIT OC6UPANGIE5-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFGI-PROTECTED. 5) PER NEC SECTION 406.0)(1) 15A T 20A RECEPTACLES IN A HE'r LOGATION MU5r BE WITHIN AN ENGL05URE THAT 15 HEATHERPROOF HHEN AN ATTACHMENT 15 PLUGGED IN AND ALL NUN-LOGKING REGEPTA6LE5 SHALL BE LISTED A5 HEATHER RESISTANT. 6) PER NEC SECTION 406.11 IN DHELLING UNITS, ALL 15A T 20A, 125V RECEPTACLES SHALL BE LISTED AS TAMPER-RE515TANT, 1) PER NEC SECTION 800.156 NO LE55 THAN ONE COMMUNICATIONS OUTLET SHALL BE INSTALLED HITHIN EACH DHELLING UNIT. 8) PER NEC SECTIONS 83.14.3 AND R315.1 SMOKE DETECTORS TO BE IN51ALLEP IN51PE EA 5LEEPIN6 AREA q) PROVIDE GA5 DROPS A5 PER COMMUNITY ONLY 10) JUNGTION BOX AT HATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON 6A5 COMMUNITIES, AND IIOv IN COMMUNITIES THAT HAVE 6A5 OPTION PROVIDE APPROPRIATE REGEPTAGLE PER APPLIANCE ELECTRICAL S`OOM50L K 1 TV GABLE N 11A OR[g DATA OUTLET R' 1105E BIB W SHUT OFF VALVE OF 4 HOSE BIB GA5 KE( FUEL GA5 H/ SHUTOFF VALVE TELEPHONE OUTLET AT +8" ABOVE FLOOR AND COUNTER 120V DUPLEX CONVENIENCE DUPLEX OUTLET 120V DUPLEX CONVENIENCE DUPLEX OUTLET AT COUNTER hp 120V OR 24OV, HEATHERPROOF GPI DUPLEX REGEPTAGLE,H/G.F.I. 6FI GFIOUTLET 220V OUTLET 120V DUPLEX GONVENIENGE REGEPTAGLE,1/2 HOT 5HITGHE5 3 -WAY 5HITGH 4 -HAY SHrrGH j II ELECTRICAL PANEL �J ELECTRIC METER / / J GA5 METER NT INTERCOM ri SPRINKLER PANEL 1, HOME RUN �� 5fU. J -BOX OPT. CEILING MOUNTED ��.._ FAN 4 OR 5 BLADE 5HITGH / / J CONTROLLED DOOR CHIME PUSH BUTTON c:? ri REGE55ED FRACTIONAL HP 1, EXHAUST FAN PUSH BUTTON RECESSED COMBINATION OF LIGTIT/EXHAUST FAN ILLUMINATED ADDRESS 5HITGH CONTROLLED ®j COMBO SMOKE / CARBON MONOXIDE DETECTOR SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR RECESSED GAN J -BOX GEILING FIXTURE SPEAKER Q DIRECTIONAL EYEBALL GAN > < 24" FLUORE56ENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 INGANUE56ENT BAR LIGHT FIXTURE 48" FLUORE56ENf LIGHT FIXTURE �I 24" FLUORESCENT LI&IT 1 FIXTURE V FLOOD L1611 -F SURFACE MOUNTED INLAND HALL LIGHT FIXTURE HALL SCONCE fi 0 DISCONNECT JUNCTION BOX Q) DOOR CHIME • s DOOR CHIME PUSH BUTTON c:? THERMOSTAT ; z 1, PUSH BUTTON ILLUMINATED ADDRESS 84 ABOVE T.O.G. 72 • COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 s . o IV I a � 24 w ul U p 7 r j Z�z may • s • s ; z 1, f.v 71 0 Y z v:Y • COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 s . o IV I a � 24 w ul U p 7 r j Z�z may • s MAIN FLOOR ELHGTRIGAL PLAN s • DWN BY: R.R. CHECKED BY: D.D. • • SHEET NUMBER A\ 7 s 0 s OF • • s 71 0 0 N N 0 J MAIN FLOOR ELHGTRIGAL PLAN s • DWN BY: R.R. CHECKED BY: D.D. • • SHEET NUMBER A\ 7 s 0 s OF • ALL ELECTRICAL DE516N AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2008 NATIONAL ELECTRIC GORE 6ENERAL ELECTRICAL NOTES: 1) PER NEC SECTION 210.12(8) ALL 15A i 20A, 120V BRANCH 6IR6UIT5 SUPPLYING OUTLETS REQUIRE AF61 PROTECTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA 5TATUTE5 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEC SECTION 210.8(8)(4) ALL 15A T 20A, 125V RECEPTACLES INSTALLED OUTDOORS MUST BE GFGI-PROTECTED. 4) PER NEC SECTION 210,8(8)(5) ALL 15A T 20A, 125V REGEPTAGLE5 IN5TALLED WITHIN 6' OF A SINK (IN NON -DWELLING UNIT OGGUPANGIE5-i.e. OUTDOOR SUMMER KITGHEN5 REGEPTAGLES) MUST BE GFGI-PROTEGTED. 5) PER NEG SECTION 400(b)(1) 15A i 20A RECEPTACLES IN A WET LOGATION MUST BE WI TTIIN AN ENGL05URE THAT 15 WEATHERPROOF WHEN AN ATTACHMENT 15 PLUGGED IN AND ALL NON-LOGKING REGEPTAGLE5 5HALL BE L15TED A5 WEATHER RESISTANT. 6) PER NEG SECTION 406.11 IN DWELLING UNITS, ALL 15A T 20A, 125V RECEPTACLES SHALL BE LINED A5 TAMPER-RE515TANT, 1) PER NEC SECTION 800.156 NO LE55 THAN ONE GOMMUNIGATION5 OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEC 5E6TION5 R3.14.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED IN51DE EA 5LEEPIN6 AREA q) PROVIDE 6A5 DROPS A5 PER COMMUNITY ONLY 10) JUNGTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON GAS COMMUNITIES, AND IIOv IN COMMUNITIES THAT HAVE 6A5 OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE GABLE TV DATA OUTLET H05E BIB W/ 5HUT OFF VALVE Off H05E BIB GA5 KEY FUEL 6A5 W/ SHUTOFF VALVE TELEPHONE OUTLET AT +8" ABOVE FLOOR AND COUNTER 120V DUPLEX CONVENIENCE DUPLEX OUTLET 120V DUPLEX CONVENIENCE DUPLEX OUTLET AT COUNTER vip 120V OR 2dOV, WEATHERPROOF 61F DUPLEX REGEPTAGLE,W/G.F.I. Gr- 1 OR OUTLET 220V OUTLET 120V DUPLEX CONVENIENCE RECEPTACLE, I/2 HOT 5WIT61-IE5 3 -WAY SWITGH 4 -WAY SWITGII r X� ELECTRICAL PANEL ® ELECTRIC METER -� V GA5 METER RT INTERCOM JUNCTION BOX v 5PRINKLER PANEL HOME RUN r X� 5TD. J -BOX OPT. GEILING MOUNTED ® FAN 4 OR 5 BLADE 5WITGH -� V CONTROLLED J -BOX JUNCTION BOX v RECESSED FRACTIONAL HP EXHAUST FAN (& REGE55ED COMBINATION OF G DOOR CHIME o LI6HT/EXHAU5T FAN 5WITGH GONTROLLED ®j COMBO SMOKE / CARBON MONOXIDE DETECTOR rZ) SMOKE DETECTOR V FLOOD LIGHT SURFACE MOUNTED INLAND. WALL LIGHT FIXTURE WALL SCONCE ® CARBON MONOXIDE DETECTOR REGE55ED GAN J -BOX JUNCTION BOX v GEILING FIXTURE SPEAKER (& DIRECTIONAL EYEBALL CAN G DOOR CHIME o 24" FLUORESCENT FIXTURE UNDER UPPER CABINET 00000-1 INCANDESCENT BAR LIGHT FIXTURE 48" FLUORE5GENT LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE V FLOOD LIGHT SURFACE MOUNTED INLAND. WALL LIGHT FIXTURE WALL SCONCE COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 • ry 11 D15GONNEG-F N N JUNCTION BOX v G DOOR CHIME o DOOR CHIME PUSH BUTTON UPPER FLOOR E PLAN -3 THERM05TAT 7� 5cA.F: 1/4' =1'-m' z PUSH BUTTON Q ADDRE55 Q ILLUMINATED 84 ABOVE T,O.G. COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 • N 7� fa% N N e 0 q UPPER FLOOR ELECTRICAL PLAN . • DWN BY: R.R. • • CHECKED BY: D.D. • • SHEET NUMBER //• s 5 e 1 • OF DR HORTON HOMES MODEL: 1667 GARAGE LEVI' DR HORTON HOMES MC)DEL: 1667 GARAGE LWT' SEPTEMBER SUBDIVISION: THF, RESERVE A`1` HIDDEN LAKE SEWEMBER 2013 SUBDIVISION: THE RESERVE ATHIDDEN LAKE S 2 DR HORTON HOMES MODEL: 1667 GARAGE LEFT �O l,a LOT BLOCK: PG of __-A LOT_ BLOCK; PG of — SUBDIVISION: THE; RESERVE AT HU )DEN LADE SEPTEMBER 2013 — — KITCHEN 36" UPPERS LOT _ BLOCK: PG— of _ KITCHEN 42" UPPERS BATI"IS -2411 —2 4„ - 1 I 36" HIGH FLUSH ISLAND '36 UPPERS` - - E F BAR TOP w/16' OVERHA_IVG *� � -" c r _ _ 36" HIGH FLUSH ISLAND BAR TOP w/16" OVERHANG ®1 Doorstyle; _ r t ,31 ��l " td PARTS: - �� UPPERS -1(+e � VS 3�4H,BUT"I` VSFA'J' 34H BUYFI - 1 cJ j c� 3-UF3WD c7 W P --.._ r 1 t1F342P t� 1 Dool;style: _ . U1 c J r c� 9 L 1 - LIF3P I00 k�' ti c !�% OWNER'S h PARTS: S BNI'H 1 UF6 WDA t 3-UF3WD • w (VOIDS) UF342P Door tyle: t I - D W R,9 r / �� I - FL2 I VOIDS -.: , ! ' 1 FP9634 WDI; 1 U1t3T' UF6 WD u t 00 r �3 (ISLAND B!\.CK ` : <3� ! , IG �t - FL4� c, , 1 - DWR3 - UF3F PANEL SUI -PORT) � �— ..__ - n— 00 1 - FL24 VOIDS 1 - 3TK8 PRT `J �2 3 - C>S12 LC / � c� �.... N _ 1 - I I �6.(+ WD) 1 - UMF3 F3I,D H } Outlet U� (' l 2 BZ K8 PRT 2 - 1',L4 2- UM8 BLD W E n i (ISLAND BACK � ,- 8 (I, C a PANEL SUPPORT) HDWE: Fad" rl ; r 1 - OCM8 BLL (TOE CAP) orazet 's 3 CS12 4 3 ---------- . - - DOORS 3 � ` s LC = W ,NIB ULD (- -- 2 - TKc3 PR'[` Ur J in r r ...... . c � is ... -- n HDWE: 7 UMC', ILL) -- U o l OCM8 ULD (TOE CAP , • i n Ln 1 ( l� 15 - DOORS 3 (N18 BLD 4 - DRAWERS Ct Q `::DWR3 {R -` IDW : 8 �3 BUT rn � CG � 111 •.. _ f € `) 15 - DOORS - 4 - DRAWERS co 9_ = FxkPedestal Lavatory in Powder Room*** c� � � � J BATH 2 j 1 Door. y : _..:I I .:. ` PART;`: T (rlr �> lit <1 II rr. tT�+` IJ V311 BUILT'-INLL._ 1 1 W:.. .:_ ...: L - B i'14; I'R'1' " PANTRY 76��_.._.. d� BUIL'1'-IN 1 - UM8 ESLD 143 — PANTRY 1 - OCM8 ESLD "- lett HDWE: 2- DOORS Allcliotcnsi ns siz du,igtiatiuns T�M6f�tAK.E L)asi nuir,IcnnitcrDleydon tl4snarl:9/Ifir2013 - t;iven arc. salt eet to acritieation on I,i;z�o +,.n - All dinionsion, size designations TIMBERLAKE Desii:ncri Jennifer Ne •dori _ - - _ - J III intcd:9/19/2013 - ) 1Jcsit;ncit:9/iK/20/21, Alldimcit iuns_Tizedcsignations given arc subject to verification on :' • t - T1MF ERtAKE Designer: ,Icnnir r N }'d,in 1) s' nae: f),'Yfii2('tl3 :: z __ _ Printed: x/19/209 � �rvcn ara suh ecttovc c,.• t+ .:... lob .ilc and adjlstincitl lit lit job '17t, t.; an orit,inal detii;;ti and iiittst .• .. ,. - � .:...:.::.... r .. , , , , �, J tiftc anon trtt ,.• , c r conditions. job site. and adjustment to litlob :;;;:::�. J.l,is is an ori rittal design and must _. i i cited. 9/t9/2013 not bu ielcascd ui copied unlass. - Job site and adJ uSCniciil (o fiiJgb : "1'hi�y is .iii pi`iginal de:,ig)i ;utd mull - conditions. not be released or copied unless conditions. not be ralaased or copied unless applicable fza liiis been paid orjob r order placed. applicably fee has bcvn paid orjob Q order placed. applicable lee ha:; been paid orjob order placed. K,6 KIT 36 Cil (i,9 -1S l3j FlourPlu❑ Dtavvin 11t 1 Scale : U 1/�' - 1' e p b 1667 hIT 1_ UL (OJ -I s-13) 1667 J3A:fHS-C )PS GL(09-13-13) Flour Ylnu Dr iwuta f;: f Scale : 0 L/?" !' -- Flour Ylau Drtvviu+�1J; 1 Scale : p:li>" - 1', DR HORTON HOMES MODEL: 1667 GAVAGE LEFT DR HORTON HOMES MODEL: 1667 GARAGE LEVY DR HORTON HOMES MODEL: 1667 GARAGF, LEFT SUBDIVISION: `I'FIE RESERVE A`1' HIDDEN I.AIsE SEVI'EMBE;R 2013 SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEP'T'EMBER 2013 SUBDIVISION: THE RESERVE A'I' HIDDEN LAKE SEPTEMBER 2013 LOT— BLOCK: PG — of— LOT_. BLOCK: PCI _ of — LOT — BLOCK: PG of — OP1'. 3fJ" LAUNDRY UPPERS COUNTERTOPS COUNTERTOPS R R UF OPT. LAUNDRY UPPERS :;' cv Doorstyle:_ PARTS: a j OWNER'S DATH 2 - UF6P ` 1 - UM8 BLD .......Crti 1 - FL24 (VOIDS)_ EllC.;£ COLOR: 1 - CM8 13LD (OPT.) — HDWE` 4 - DOORS o _NT('�p—T R - f l �. R -ter.. ... i KITCHEN TOS' TOP COLOR: nJ EDGE:_ it 6" BACKSPLASH IN KITCHEN ONLY R 9 USED COLORED CAULK R= 2 1 /2" RADIUS -L L BATF[ —25" -1 TOP COLOR: EDGE: R= 2 1/2" RADIUS a w C�7 C� v All diateasicnt sizcdcsi�aadoris TIMBER[AKE D sigiicr:.Icitnitci Neydon ) si: it d:9/18i2(ll3' ivcn arc sub'ect to v critic c." ., All dnttvn.>ton size dcsignatiofl, fIMBERLAKE 1)csis ner: Jennircr Nevdor : 9/18,'2013 - N J att_n on Printed: `)119/_>013 :.,,,,, , Desigucd. , All.duncn,ieuts size deli natione Livcn are subject to veuticatiou on . , .t,...,,,.,, t.- ,-.- K T1MaERlAKE 1Jcaiguar: JcnnitorNa}'clint joh silc:utd itdjushnvnl to litjpb >.; " --- - -- - - J c 1 unt,,d. 9719/2013 — :•;::..>3a: Chis an original design and must i _ given are subject to vcrilieation ,r Printceh 9/19/2013 e� conchLis,ns. ^i<`i%:�?':.. not c � , � • .� Job si(c. and .pdJt stuicnl la ht.Job < � ;; This is an Unginal dc:,igtt and miu>I: . ielaaaed or eopu_1 unless cottdtlions.?' job site :uul a luslmeiil to tit joh a l his is au ori final dorsi. n Mid ittttst 8ppliaiblu rcc has becnpaid orjob ;::.. .. not be rclea,ed of copied unlc,a conditions, - o applicable ice; has been [Mid or c b of by icleraed or copied antes Dieter placed. 1: J ' ardor placed. applicable tee lies been paid or joh m I �' 1667 BATHS -OPTS GL (09_13-13) Fluut Pluu TJ[avvai� T: I � — _-- {.ler Ola ed. ug' Scala : ri 1/. 1` 1t,67 KIT 3t; GL (09-1 �-L'') Plaut flan IJrawiva JF: 1 Sctelo : 0 l/�; - 1' _t_ --- .,r...: _ rHS ,PTS UL(09-18-13) z - _ 1667 bA Plan Drevvuil 4: 1 wuaio : 0 t/2 1 CABINET LAYOUTS 5CA.E: N.T.S. COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 i CO OJ c� Sp. Q G pq y P. W 7 .0 O cD q V o�C Cn m ��p '0 � eil in o 30 �101, a� _ m CFJ xaz 10 a Aa • CADINET LAYOUT5 • • s • DWN BY: R.R. • • CFIECKED BY: D.U. • SHEET NUMBER • CB®1 OF Cf1 Ct 7 �{ N N � i N J • CADINET LAYOUT5 • • s • DWN BY: R.R. • • CFIECKED BY: D.U. • SHEET NUMBER • CB®1 OF S) r a > L cy a s. -r n & S) 2"X6° ) FACIA OUT LOOKERS © 24" O.C. -- ARROW INDICATES LONG DIR. OF PLYWD. GABLE END TRUSS (WEBS REMOVED FOR CLARITY) e " X = 8d RING SHANK @ 3" O.C. ON EACH SHEET OF PLYWOOD 0 = 8d RING SHANK 0 6" O.C. ON EACH SHEET OF PLYWOOD ❑ = 8d RING SHANK CN 8" O.C. ON EACH SHEET OF PLYWOOD NAILING 8CH1=-1DJGA5L OCAMs KTA MCOE LNE 0 = 8d ringshank 0 6" O.C. ON EACH SHEET OF SHEATHING NAILING 5CHED./HIP 6CAi2s N.TA SCHEDULE-. 145 mph ZONE (MAX) •+`+«+t+r++�+i.t+t+++ u�d RING SHANK 0 3' O/C 8d RINCx sl-IANK m �o' O/C +++F+F+t+++++++++++++ g GABLE END WALL OR OR BUILDING ENp ZONE Sd RING SHANK to 5'O/C INTERMEDIATE +++++++++t+ SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION SIMPSON MMTSIS UJ/ (4)1/4" x I I/2" TAP - CONS INTO TIE F3EA iC �'�+• .. RETROFIT -MTS ANCHOR TYPICAL META / IATA INSTALLATION I TYPICAL MTS INSTALLATION " ""'Lf -UP COLUMN TYPICAL SIMPSON STRO1 VERY NAIL W/16 d " "J" BOLT OR VEDGE ANCHOR 5" EMBEDMENT ---__ j- GIRDER TRUSS SIMPSON HTi'- ILL EVERY NAIL TYP. HOLE W/16d NAILS _ /-- 2X TOP PLATE 3/4"0 TH BOLT SIMPSON HTT TYP. FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TYPICAL HTT TO IBUILT-UP COL" DETAIL RrEQUIREr.) eh4psTy GLAZiNG IN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS LOCATIONS FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE DRAIN INLET. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 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. 4�� 2"x 4" COLUMNS W/ (1) ROW OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 3 -PLY, COLUMN SHALL BE NAILED AS SHOWN FROM EACH SIDE (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) CONT. #5 54 ,a 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION JACK POST NAILINC NOT TO SCALE Structural Notee I.) CODES: 1.1 The Florida Building Code (2010 Edition). 1.2 Building code requirements for reinforced concrete (AGi 31806) TOP OE BON[D BEAM STEP MASONRY WALL STEP NOT TO SCALE NAiLIN� 6CHEDULE Ledger stripl(od T 3 at each joist Sole late to `oi5t or I&d common 1G�" O.C. blocking, face nail 2.3 structures (/,,SCE 7.10). 6.1 Wood framing structural members: Southern Yellow Pine t++} 1.4 To of sole late to stud, loci common 2 and nailed load for shingle roofs: 25 PSFN5 PSF TIC 4 10 PSF B/C) dead load for tile roofs. ++ Stud to sole late, toe nail +++ + Doubled studs, face nail ++ ++t+ Doubled to later, face ++++ ++++ nail ++++ + + + + Continuous header to + t + + + + + ++ ++++ stud, toe nail + + + ++++ Design methods. IXa sheathin or less to ad common 2 each bearing, face nail 1.1 C•;ang-Lam. stress grades shall provide the following minimum properties: Over IXa sheathin to ++rr+++_, RIDGELINE ;+t+f+ 3.1 The foundation system for the attached project is designed for a minimum soil Builol-u corner studs +++r '+++++ 24" O.C. +++++ + 32" O.C. at to + + + + « + + + and bottom and + + + + + eta Bred 2 ends + + + Fcll = 3,180 PSi (parallel) at each It is the Contractors responsibility to have a geotechnical investigation conducted to +tt ++++ 11 a 1-1/2" .- +++++ 1/16 " head ++ r + + t t + + + + + + + + t tT+ + + r + t + t + + « ++++ r + r + + 11 a 1-3/4" + + + ++ +'+ + + + + +++++++++++ 1/lr6" head + + + + + + + r + + + + + + + + + +t Cx eum Wallboard + } + + + h -r r + r + + +t+++++++ 1/2" 1-3/0" dr wall nail + + + + ++ + + + + + r + + + + + + + + + + + + + + + + + + r + + + + + +T+ + + + + + + + t+ + + + r SCHEDULE-. 145 mph ZONE (MAX) •+`+«+t+r++�+i.t+t+++ u�d RING SHANK 0 3' O/C 8d RINCx sl-IANK m �o' O/C +++F+F+t+++++++++++++ g GABLE END WALL OR OR BUILDING ENp ZONE Sd RING SHANK to 5'O/C INTERMEDIATE +++++++++t+ SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION SIMPSON MMTSIS UJ/ (4)1/4" x I I/2" TAP - CONS INTO TIE F3EA iC �'�+• .. RETROFIT -MTS ANCHOR TYPICAL META / IATA INSTALLATION I TYPICAL MTS INSTALLATION " ""'Lf -UP COLUMN TYPICAL SIMPSON STRO1 VERY NAIL W/16 d " "J" BOLT OR VEDGE ANCHOR 5" EMBEDMENT ---__ j- GIRDER TRUSS SIMPSON HTi'- ILL EVERY NAIL TYP. HOLE W/16d NAILS _ /-- 2X TOP PLATE 3/4"0 TH BOLT SIMPSON HTT TYP. FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TYPICAL HTT TO IBUILT-UP COL" DETAIL RrEQUIREr.) eh4psTy GLAZiNG IN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS LOCATIONS FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE DRAIN INLET. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 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. 4�� 2"x 4" COLUMNS W/ (1) ROW OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 3 -PLY, COLUMN SHALL BE NAILED AS SHOWN FROM EACH SIDE (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) CONT. #5 54 ,a 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION JACK POST NAILINC NOT TO SCALE Structural Notee I.) CODES: 1.1 The Florida Building Code (2010 Edition). 1.2 Building code requirements for reinforced concrete (AGi 31806) TOP OE BON[D BEAM STEP MASONRY WALL STEP NOT TO SCALE NAiLIN� 6CHEDULE Ledger stripl(od common 3 at each joist Sole late to `oi5t or I&d common 1G�" O.C. blocking, face nail 2.3 structures (/,,SCE 7.10). 6.1 Wood framing structural members: Southern Yellow Pine light metal plate connected wood trusses" by the truss plate institute, TPI 1, 2001 ed. and 1.4 To of sole late to stud, loci common 2 and nailed load for shingle roofs: 25 PSFN5 PSF TIC 4 10 PSF B/C) dead load for tile roofs. buildings (A15C 9th edition). Stud to sole late, toe nail ad common 4 Doubled studs, face nail 106 common 24" O.G. Doubled to later, face 10d common Iro" aloe each nail Southern Yellow ed e Continuous header to ad common 3 stud, toe nail OTHERW15E ON PLANS Design methods. IXa sheathin or less to ad common 2 each bearing, face nail 1.1 C•;ang-Lam. stress grades shall provide the following minimum properties: Over IXa sheathin to ad common 3 each bearing, face nail 3.1 The foundation system for the attached project is designed for a minimum soil Builol-u corner studs lod common 24" O.C. Build -u riders and 20d common 32" O.C. at to beams u to three members Table 8401.4.1 (FRC -R) for Sand, Silty Sand, Clayey Sand, Silty Giravel and Clayey and bottom and Fcl = 1020 PSI (perpendicular) 5.) eta Bred 2 ends Fcll = 3,180 PSi (parallel) at each It is the Contractors responsibility to have a geotechnical investigation conducted to s lice 1/2" G; sum Sheathin 11 a 1-1/2" 4"O.C. at edges Z 1/16 " head a" o.c. at other bearing 5/a" Gypsum Shea thin 11 a 1-3/4" 4 "O.C. at ed es 1/lr6" head a" o.c. at other bearing. Cx eum Wallboard 9.3 iF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS 1/2" 1-3/0" dr wall nail 1"O.G. on ceilin e i5 REVISED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 a"O.C. on walls side of DE51CN F'ROFE5810NAL), IT IS THE CLIENTS RESPONSIF�ILIT�i' TO SUBMIT CHANCES TO SCALE: 5/8" 1-1/2" drywall nail -i"O.C. on ceiling s FEB 1 . 7014 side of o enin S 10'-0" and greater, at all irder bearings, Includinghi -Set irder5. a"O.C. on wa I le Hardboard La 5idin , ad corrosion resistant Iro" OG. at to irect to tud with minimum shank and bottom ed es dia_ of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard La 51din , 1001 corrosion resistant 16" O.C. at to over 5 eat ing with minimum shank and bottom ed es dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Panel 5idin , rod corrosion resistant ro" O.G. at ed es Direct to to s with minimum shank 12" O.G. at dia, of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch Hardboard Panel 5idin , ad corrosion resistant ro" C.C. at edgee, Over to to s with minimum shank 12" O.C. at dia. of 0.0920 inch Intermediate and minimum head supports die. of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other 6-) WOOD" 2.2 Balconies -60 PSF live load or adjacent living space live load. 6.2 Design, fabricate and erect wood trusses in accordance with the "design specification for 2.3 structures (/,,SCE 7.10). 6.1 Wood framing structural members: Southern Yellow Pine light metal plate connected wood trusses" by the truss plate institute, TPI 1, 2001 ed. and 1.4 Specification for the design, Fabrication and erection of structural steel for {-leaders/13sam5/Posts± Southern Yellow Pine #1 i3CSl, 2000 ed. (if applicable). 4.1 load for shingle roofs: 25 PSFN5 PSF TIC 4 10 PSF B/C) dead load for tile roofs. buildings (A15C 9th edition). Bearing Wall Wood Stud Framing± Southern fellow Pine #2 studs 2"x 4" spaced 12" O.C. 1.5 "Design Specification for light metal plate connected wood trusses" by the Truss Southern Yellow Pine #2 studs 2"x 6" spaced 16" O.C. shingles over felt. 5/8" C.D. grade plywood (19/32" 0513), when using concrete / ceramic tile roofing Plate Institute (TPI) 1985 Edition. Southern Yellow Pine #1 etude 2"x 4" spaced 16" O.G. 2.) DESIGN C81TER1A: UNLESS NOTED OTHERW15E ON PLANS Design methods. 2.1 Dwelling floors - 40 PSF live load. Contact engineer If other types of LVL beams are to be used. 2.2 Balconies -60 PSF live load or adjacent living space live load. 6.2 Design, fabricate and erect wood trusses in accordance with the "design specification for 2.3 Walkways - 80 PSF Live load. STEEL: light metal plate connected wood trusses" by the truss plate institute, TPI 1, 2001 ed. and 2.4 Roof over living areas - 30 P5F live load. 11 P5F (1 PSF T/C 4 10 PSF E3/C) dead installation of all steel to be performed by a qualified, licensed steel erector. i3CSl, 2000 ed. (if applicable). 4.1 load for shingle roofs: 25 PSFN5 PSF TIC 4 10 PSF B/C) dead load for tile roofs. 6 3 All exposed wood or wood in contact with earth or concrete to be pressure treated. 2.5 Wind Speed -139 MF'H and has been interpolated as allowed by note 2 in Figures 8301.2(4) 6.4 Roof sheathing= 1/2" C.D. grade plywood (or 15/32" 055), when ueing fiberglass/asphalt 4.3 and 1609)4 in the FSC - Residential and FRC_ Interpolation has been conducted using 8.3 shingles over felt. 5/8" C.D. grade plywood (19/32" 0513), when using concrete / ceramic tile roofing 4.4 the property location and the Applied Technology Council UJindspssd Website. � 5 Untreated wood shall not be in direct contact with concrete. SEAT plates shall be provided 2.6 Note all Structural members in the residence will be designed using Allowable Stress Concrete coverage of reinforcement: Footings 3: bottom and sides. at bearing locations without wooden top plates. Steel tubing shall be ASTM A500, grade B. Design methods. 1.) CTANCr- LAM LVL: 2.1 Net uplift [lead loads 10 PSF Shingle 15 PSF tile. 1.1 C•;ang-Lam. stress grades shall provide the following minimum properties: 3.) 501 L : E - 2,000,000 PS 3.1 The foundation system for the attached project is designed for a minimum soil a.1 Fb - 3,100 PSI 4.a bearing pressure of 2000 per. The soil bearing pressure is in compliance with v) Pt = 2,300 PSI 4.9 Table 8401.4.1 (FRC -R) for Sand, Silty Sand, Clayey Sand, Silty Giravel and Clayey Fcl = 1020 PSI (perpendicular) 5.) C -crave! (S�J,Si�,Sl�1,SG,CM and C;C) Fcll = 3,180 PSi (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to Fv - 290 P51 verifythat the on-site soil conditions fulfill the soil design characteristics listed here. Contact engineer If other types of LVL beams are to be used. Contractor to submit geotechnical engineering report to Engineer or Record for review. i- 10 OO to 8J STEEL: 4.) CONCRETE: 8.1 installation of all steel to be performed by a qualified, licensed steel erector. 03 CO J0 4.1 Concrete compressive strength at 2a days: 3000 psi (normal weight). 8.2 Fabricate and erect all structural steel in accordance with RISC "Specifications For the design, 4.2 Reinforcing bars: )45TH A615 (C-crads 60). TNESE SIM AND SEALED ORAmm MUST BE wnwT TO THE ATTEN110N OF 1NE Eli(#M OF RECORD PRIOR TO fabrication, and erection of structural steel for buildings. 4.3 Welded wire fabric (WWF): ASTM )4185. 8.3 Structural steel to be ,OSTM A36 unless noted otherwise. 4.4 Detail reinforcement in accordance with ACI 315. 8.4 Steel Wide Flange to be ASTM A592 unless noted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. a.4 Steel tubing shall be ASTM A500, grade B. 4.6 Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced a.5 Welded connections: E10XX electrodes, minimum size fillet welds 3/16", A11J5 certified welders. with 6x6 wl.4x w1.4 UJ_LU_F. at mid depth of slab_ fibermeeh may be used in lieu or WWF &.6 Where steel beams are continuous over columns, provide web stiffener plates on each side of the contractor's option, web, of a thickness equal to beam Flange thickness, located at the center line of the tube column. 4.1 Concreting operations shall comply with AGI standards. a.1 The steel Frame ie "non --self supporting". Adequate temporary support Shall be provided by the 4.a Lap splice shall be as follows. #6 bar 36", 05 bar 30", #4 bar 24", #3 bar 18". v) Contractor until required connections or elements are in place. 4.9 90 degc�res hooked bare Shall have a 10" leg and be bent with a radius of 2" 9.) TRUSSES: 5.) MA501�RY: 0 5.1 Design and construction shall conform to the Specification of the National concrete masonry g.l ALL CONNECTORS SPECIFIED )48 PE8 SIMPSON CAT/�LOC-� C-2011. CONTACT J Association and )4C1 530. Contractor is solely responsible for all temporary bracing and Shoring THE STRUCTURES C -CROUP, INC., FOR ALL CONN)=CTOi� SUBSTITUTIONS_ Z required during construction. 0 9.2 PRE-ENC;INEEBED 1.0000 TRUSSES TO BE SPACED 0 24" 0,,C;. TOPICAL 5.2 Minimum masonry unit Strength: (Pm) 1900 PSi UNLESS NOTED OTHERW15E ON TRUSS ENC;INEEFINC; PACKAGE. 5.3 Mortarshall Mortar Shall be type 5 or M. 9.3 iF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS 5.3 All t cells and cavities below grads shall be filled with concrete. i5 REVISED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 Fill cells w/(1) *5 bar shall be located PER PLAN ( 4'-0" O/C TYF-) at each corner and each side of DE51CN F'ROFE5810NAL), IT IS THE CLIENTS RESPONSIF�ILIT�i' TO SUBMIT CHANCES TO SCALE: openings greater than or equal to &'-0". fill cello w/(2) #5 vert. shall be located at each S1 THE STRUCTURES C3ROUP, INC. FOR REVIEW. THE CLIENT 15 RESPONSIBLE FOR ANY FEB 1 . 7014 side of o enin S 10'-0" and greater, at all irder bearings, Includinghi -Set irder5. CONSTRUCTION COSTS RESULTING-; FROM TRUSS P)4CK,4C�E REVISIONS DEVELOPED BY OTHER; ! M i- 10 OO to Pq Pq F 03 CO J0 AZ 14 CMON AM 111111 PI1 MIV W NCR N MLIM Pd, AItYNUNN= at WMIK M UNE N Fall m NOS IT IS 1HE CMK CM REWONSMM M REWW ALL DRAtaW DEF 0011.51RUCTION OEM 1HE OF RWO IS R5PMM FOR 1HE SURMW NTEOW OF i1N5 PROJECT ONLY. ANY 0190 eMCY DEISM FIELD =111110K OM DEM PROFI:,SS1R49 SHOP DRA1M CON11Nir1Ot�'.s' BUEDW MEMWS, AND TNESE SIM AND SEALED ORAmm MUST BE wnwT TO THE ATTEN110N OF 1NE Eli(#M OF RECORD PRIOR TO THE CM111110CEMENT113F4 C110pN,� �q �yOuF ,OO �q g��p q� my OWRACM �O WW ALL PM= o VIInI Vf m OMMOM 1K ANY iDrauc M WAV 11 NOT RrNf'o11=1 Fat Tlit; X1tt8CitlttFE QII F N NEWONN LE FOR PEED MOM 10 01NOlNM EilItlCll K MW 9N UWK PAG3 OKY. 1i€ tiiRUOilA s i1R0UP N NGT PMVWW FOR tO1Nl ETllGC1WK cowaalff8, o the teat of the engineer hnewlecige.., the plm5 [crit specifications conply with the i[lnitncun luircn>znts of The Pio_iela Ftuilcling �c -ie - k �1_ienl:lal. OM Ndi kWV 140* OW qWW?W4UW* 000ft saR we Mlly *W Maida um ma PUN aha SPOORWAVAM 00" OVA " (bu"w gig) hw t" M* a WW do 60OUGn kwo m 1W dmwkg to valva for N MOW* after the dt" e t.. aha w w ®r MW the ns hta 9f �aRlen of the rhxiaa auk" omft to Thb dkw4q Is aha 6"W d Am On stomal + L o' �htw tls, if ens for � I��L NW � ens! ars nit corned mWo REV. DATE & COMMENTS BY v) UJ W LU 0 0 Z J Z 0 D U p D v! JOB NUMBER: 2U12 DATE: JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S1 SIGN & SEAL FEB 1 . 7014 lt�ulatt�0stataa� loynens 4ppm o W led "Sod Po*m kwAstlon N Imptw wM "va ant R'tsulation raft®P 00 y tl®r use { Ih�W 12 WOOD WALL ATTACHMENT ten. hm tion tmt to Ie installed RE -ENGINEERED WOOD TRUSSES 0 24 0/C ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x2k WOOD MASONRY WALL OR WOOD r- '� *5 RE33AR, GRADE 60 3� p �#Ifled I Insulation installer. k�stal (TYP) SEE I*I--I=V UPLIFT CONNECTOR (SEE SCHEDULE) (SEE PLAN FOR SCREW ® 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL CO P.+ t0 alter With kwAdtlon MEET REQUIRED WIND PRESSURES. ^ � � NUMBER AND C7 I �ertttl�alt� at ttste of Mmllatlm DOUBLE 2"x4" TOP PLATE LOCATIONS) —� co a PRE-ENGINEERED WD TRUSS 024" O.C. U.N.O. TOP SPLICE OUBLE 10d CMU MASONRY UNITS COMPLY WITH x 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 2y�., ASTM C90, GRADE N W/ F'm - 190(I� c_> ° N fYP VARIES 15 LB ROOFING FELT (SHINGLES) PSI. TYPE '5' MORTAR. GROUT----,- d ( ) M/ R-•30 MIN. INSULATION CRICKET AS REQUIRED ALL CELLS SOLID. �FA �' HURRICANE ANCHOR 0 EACH TRUSS �� -, vi pq (SEE UPLIFT SCHEDULE) 1Od 8" 0/C i a� � T TV scales TLE (INSTALL AS P� MAfIl�EA) €� SHINGLE ROOF 5Y57EaA Z1LE ROOF' SYSTEM SIMPSON SP4 EA. STUD GROUT=3�tJ00 P51. 51 -UMP RANGE 8' - F, N � "' OW II". ROD OR VIBRATE GROUT fWMM UM @d 110004~ Pl4m@KW HALO ° TADEaUATEL7 TO 1 NSURE OPENING � 0 '1C a b° *1° m a v CONSOLIDATION OF GROUT (No AIR � :ut� ox ► a sat t NOTE: OTTOM SPLICE POCKETS). GROUT SHALL COMPLY $ PLATE LENGTHS MUST BE OVER STUD WITH A5TM 0416-83 AND BE EITH / ( U ai CCO O ?WWW u DRIP FINE GROUT. 1 2" CD CEILJNG FASCIA BOARD AT LEAST 8'-0" LONG. TYPICAL c 334� c PREFORMED POWERS STEEL DENSITY BOARD) TOP PLATE SPLICE B _ __ LINTEL SHALL BE: W/ 1 3/8" DRYWALL " » SCALE: N.T.S. 05 REk3AR, GRADE C20 �00'� GALVANIZED COIL STEEL AS 8 X8 X16 KNOCK -'OUT BLOCK (SEE PLAN FOR n MANUFACTURED BY POWERS NAILS OR DRYWALL yy/ 15 CONT. FILLED SIMPSON SP4 O EA. STUD NUMBER AND "d ' STEEL AND WIRE PRODUCTS, A'P' SCREWS %~ ®/C • S LOCATIONS) INC. STEEL GRADE SHALL BE MASONRY WALL ATTACHMENT W/ 2500 P.S.I. CONCRETE SEE UPLIFT SCHEDULE 2% P.T.PLATE MAIN SPAN ROOF TRUSS CLC•& 8" O/C WALLS ASTM A610 GRADE G (Fy s 2X PT BUCKS ATTACHED TO MASONRY W/ J%2j" MIN � Y � I�ac q pE FOR UPLIFT CONNECTIONS K ) EMBED TAPCON MASONRY SCREWS AT 8" U.C. MAX AND ©MtrIgRIMMItA1�D11lrgNIp�1RQ 1X P.T. NAILER - " 1/2 WEDGE TYPE �_ SHORE LWT�9� R1=aUIRED STD. 90° HOOK $ C.M.U. TYPICAL AT 4" FROM CORNERS. SET BUCKS IN CONTNUUUS ANCHOR BOLT © 24 O.C. TO COMPENSATE FOR DEAD SEALANT BEDNOM- R IS THE OONiRAC7rlRS TO RM SEE DETAIL THIS SHEET TYPE "S" MORTAR W/4" MIN. EMBEDMENT LOAD DEFLECTION OF NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF ALL DRAVM Off 01307R)CRON BEGM IK STUD OPTIONS: NON-CUREp MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCE APPROVED DOCUMENTATION. © OF RECORD FOR THE SUMLgAI R4.2 MIN. INSULATION #2 SYP. DOUBLE TOP PLATE 2"x 4" SYP #2 SPACED 0 12" O.C. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON WWW OF THIS PRA CT ONLY ANY DISCREPANCY ON EXT, BLOCK WALLS 2"x 6" SYP #2 SPACED 0 16" O.C. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. A MINIMUM OF 14 PAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE BETMEEN FIELD CONDITIONS, OTHER DEM PROFESSIONALS' b'oDECORATIIVECOATINGALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. SHOP DRAIIMIOS, CONTRACTORS RUM METHOD6, AND 1X WD FURRING SIMPSON SP4 CONNECTO 2"x 4" SYP #1 SPACED 0 16" O.C. AND FILLED W/ 2500 PSI CONCRETE CURING. THESE WO AND SEALED DUVEM Musa BE BROUGHT 024" D.C. 1 #5 VERT. IN CONC. FILLED CELL PouJERBOx LINTEL BEAM DETAIL WINDOW / DOOR BUCK ATTACHi�iENT5 18 TO THE ATTFN110N OF THE DOM OF RECORD PRIOR TO 1/2 GYPSUM R-11 INSULATION 1� COMMOCEMENT " W STD. 90° HOOK IN K.O. BLOCK SCALE: N.T.S. 1W (F CONSTRUMM WALLBOARD U.N.O. (1) VERT. REBAR IN FILLET] 1/2" CDX PLYWOOD OR 7/16" KNEE uJALL ABovE MASONRY LUALL pETAIL g 10 VWY � ° t � 3TMr Or Air CELLS, SEE FOUNDATION PLAN O.S.B. SHEATHING SHEAR FOR � slRuclu NOT FEWOOME IN ALL EXTERIOR OR SHEAR WALLS SCALE: N.T.S. is NOT HORIZONTAL WALL 3TMXIU TSUP FUR PR®P�D OVA= FOR LOCATION. A5 INDICATED ON THE PLAN. � lW �� ON NXP� OKY. HE igs GROUP S' C.M.0 WALL w/ DURO-WALL ATTACH SHEATHING W Sd FOR t7�'ISIG sltslC'IURI� � REINFORCEMENT RINGDSHANK NAILS 0 3" O.C. 0 1X P.T. BASE NAILER AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. 0 EDGES, PC CONC. SILL To the k;,at of the erigineer'F, 1viowledge, the BASEBOARD 4"X4" INSPECTION PORT AND 0 6" O.C. 0 FIELD — 6X6 W1.4XW1.4 WWF C.M_U. p1cu1; taxi pecifications coin;ply with the. OR FIBERMESH WINDOW— ndnhaaa requirements of The Florida Building Code - Rea idcntial. (20W ucktR N 1 ROW 2x BLOCKING FOR AT EACH FILLED CELL TYPICAL WALL HOT. <_8'-6". (2) ROWS 2x BLOCKING C.M.U. OR WALL HGT. > 8'-6". �_ . --._._... :........:........ o. w LOAD BEARING OR D - a-�,.:.-..: D GRADE terns - MIN. 2500 PSI TERMITE PROTEGTION MUST COMPLY WIT I SEG. I0q.3.4, EXTERIOR WALL SINGLE 2"x P.T. STUD / N CONC SLAB ` c 1403.8, 1503.6, 1816, 2303.1 x.3.1, 2303.1.8 AND 2304.11 (FBG 2010) \\\\/\/\ \ o \/\/ L0 V) N \\///\//%\//\ // '. P /\\/ El rMm and eith the 6X6 W1.4XW1.4 WWF rl 5 VERT. IN FILLED CELL /\ \ e"114a Morkk rr HEADER BLOCK U.N.O. „ �\ \ r\ •� - - - c�ora�� mph mW /2 x 6" J" BOLT ©24' 4" 8" (1) #5 CONT. I M • Oto srlrb 12 mo m Ow � 1 /2" 0 EPDXY ANCHOR 0 24" O.C. VERT. OR R after sI!!s O.C. W/6" MIN. EMBEDMENT (USE 2" X z_ SIMPSON SP4 CONNECTOR SI C. W/ SET EPDXY) OR 1/2" X ) SIMPSON S P. 1/2" 6 WEDCE ANCHOR or MIN. �, tl+. eaNOta� of thhloNeis t3uIWA+D Codi M 00 '- o :� 2 @ EACH STUD w SEE ATTACHMENT DETAIL ABOVE. v/x,EvJC RADE 6" J BOLT 024" O.C. 2x P.T. PLATE TYPICAL THICKENED SLAB EDGE 1D 7lrs asndtawle®1►�tl+�etel\ \\//\\/\\//\//` - NOTES: 3 1/2" MIN. 6X6 W1.4XW1.4 WWF 5CALE: N.T.S. �'r 6 MIL VAPOR BARRIER/ / //\//\ / / N 1. FILL ALL CELLS WHEN --__ • - STEM WALL IS BETWEEN : .--- - P P TRUSSES O� WINDOW cJ � CLEAN POISONED AND COMP.//�//�// z w ¢ 24" AND 40" IN HEIGHT p .._, SEE UPLIFT SCHEDULE 5CALE: N.T.S. SOIL. (95% MODIFIED PROCTOR ' �. ' //i�//\/ a ABOVE GRADE. - Z D d D P /\/\/\ REV. DATE &COMMENTS BY / . /\/�' 3 1/2" MIN. , .. .. o � / / ' PER ASTM D1557) STD. 90' HOOK 31/2"� / \ ay/ 3" 2. FOR STEM WALLS \ / / //\// _ PRECAST LINTEL (W/(1) SEE PLAN MIN. CLR. (SEE DETAIL) GREATER THAN 40° \\ /\��\� \i\ \/�\//\\/\\/\\/\\/\\/\\/\\�/\� TOP xuRcoNc. #5 CONT. FOR OPENINGS SEE PLAN HIGH- CONSULT ENGINEER //� �/ / / // // " SEE PLAN 4" SEE PLAN 8" �' \ /\ /` K.O. E3LOCK W/ GREATER THAN $ -0 . SEI; ;.''t,.. POURED LONG. 4 PLANS FOR ADDITIONAL TYPICAL STEMLUALL WALL SECTION i U.N.O. MIN. FRAME WALL TO C.M.U.1X6 PT 1- REINF. CONT. REQUIRED REINFORCEMENT. (p PRECAST CONC. WINDOW BUCK 5GALE-. N.T.5. LINTEL W/ CONTRACTOR TO PROVIDE SOIL TREATMENT TYPICAL BEARING WALL a STEP r4 WALL CONNECTION 5CALE: N.T.5. REINFORCING= ALUMINUM WINDOW DOCUMENTATION TO INSPECTOR FOR REVIEW. SCALE: NTS TEMPERED DOOR TRACK GLA65 (SEE FLOOR PLAN) (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN lx P.T. BASE NAILER NOTE: (1) ROW 2x BLOCKING FOR 4"x4" INSPECTION PORT AT SEE SECTION C S2 WALL HGT..8'-6 (2) ROWS 2x BLOCKING (2) SIMPSON MSTA240 EACH END - EACH FILLED (ELL TYPICAL / UNLESS NOTED OTHERWISE ON PLAN 4' CONCRETE: SLAP W/- 3 FOR ADDITIONAL INFORMATION FOR WALL HOT. > 8 -6". 2 -ROWS 16d NAILS STAGGERED 0 6'X 6' WIAWIA WWF 5ET TRACK IN CAULK GEA. WINDOW uj 16" 0/C EACH FACE OR 3 -ROWS A FULL 5ED - BASEBOARD SIMPSON SP4 CONNECTOR 1/2"0 WEDGE TYPE 16d NAILS STAGGERED 0 16" 0/C OF CAULK PRECAST CONC. SILL STD. 90' HOOK ANCHOR BOLT ® 24" O.C. FOR 2"x10" OR GREATER HEADER 6x6 W1.4xW1.4 WWF N ( SEE DETAIL) W/4" MIN. EMBEDMENT :. �. f .: a 4 z 6X6 W1.4XW1.4 WWF 16d NAILS 0 --------- z Z x PLATE 16° 0 C TVP. :.. a. N - z / SEE FLOOR PLAN FOR a a — /. \ "P ¢ HEADER SIZE -': -- = - -: - -a ......... ...........:.......- :.....--------- CLEAN,.:... POISON AND COMPACT SOIL 6 MIL VAPOR / \ //N z w m aQ <� .R� BARRIER \ ° n' \\ \\ w / // / D / // / 4" �� 2„x4„ // .•.•,. PROCTOR TASTM D1557)OUIFIED TVP. SECTION TI IRU UJINDOUJ I� / p ' / /\ \'\ j\ o a' \ \\ \\ CRIPPLE ' 5CALE: N.T.S. STUD (1) 2"x4" TRIMMER a\,� S)=E PLAN 0 /\\ \\ \\ \� NOTE: TYPICAL SEE STUD (TVP.) NOTE: INSET TRACK #5 CONT. /, /// /// ///\ / HILTI 1/2"0 KWIK BOLT II FLOORPLAN FROM OUTSIDE FACE MIN. CLR. CLEAN POISONED AND COMP. W/ 6" EMBEDMENT MAY BE FOR COLUMN 5 REBAR CONT. 8” SEE PLAN 8' USED IN LIEU OF ANCHOR of PLocK SEE PLAN SOIL. (COMPACTED TO 95% MODIFIED SIZE 11 S G D S E C T T D N EXTEND FILLED CELL ON 3" CHAIRS TVP. PROCTOR ASTM D1557 BOLTS' _ _ _ _ _ _- REINFORCEMENT TO ) 1) SIMPSON HTT5 0 EACH PasT PAD MAT REINFORCING SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT TYPICAL INTEI�'IOR BEARING WALL � UNLESS NOTED OTHERWISE ON PLAN NOT TO SCALE DOCUMENTATION TO INSPECTOR FOR VIEW. 5CALE: N.T.S. LINE OF CONT. STEM - E P.T. BOT. PLATE WALL FOOTING 0 ALTERNATE MONO—FOOTING 2 0 goo' :. . ; 5CALE: N.T.S. pF/V 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS 0 3" 0/C BOUNDARIES, STUD OPTIONS: 4" 0/C EDGES, AND 6" 0/C FIELD. NOTCH LINTEL WHERE REQUIRED 2" x 4" SYP # 2 SPACED 0 12" O.C. CUNT. FOOTING • �`' 1 2" MIN. PLYWOOD SHEATHING NAILED *UPLIFT CONNECTIONS REQUIRED 2"x 6" SYP 2 SPACED 0 16" U.C. STEEL FOR CONCRETE PLACEMENT (1) ROW OF BLOCKING FOR WALL #� W/ 8d RINSHANK NAILS 0 3" 0/C BOUNDARIES, AT LOAD BEARING WALLS ONLY <8'-6" 2 ROWS FOR 2"x 4" SYP 1 SPACED 0 16" O.C. S 3 4' O/C EDGES, AND 6" 0/C FIELD. KNOCK -OUT BLOCK W/ (1) #5 O # SEE SCHEDULE _ / STUD OPTIONS: WALLS > a' -s" & FND PLAN 2"x 4" SYP #2 SPACED 0 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED 0 16" O.C. 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED 0 16" O.C. WALLS > W-6" 1/2"WEDGE TYPE OOD SIDING TO FINISH 6" AABOVE FINISHED GRADE OR ANCHOR BOLT 0 24" O.C. DECORATIVE CEMENT W/4" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF — SIMPSON SP4 0 EA. STUD - 2X P.J. PLATE s-=--==--=----- -- - - 00 z o' 6 MIL VAPOR \ /\\/�\\�N G 0- p o. .— i LOAD BEARING/EXTERIOR OOD SIDING TO FINISH 6° FOR FOOTING DEPTH MIN. WIALL HEADER DETAIL -j 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR & REINFORCEMENT ANCHOR BOLT @ 24" O.C. DECORATIVE CEMENT TYPICAL FAD FOOTING DETAIL 5CALE: N.T.S. W/5" MIN. EMBEDMENT OVER WIRE LATH 1=OR STEMWALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 0 EA. STUD 5CALE: N.T.S. DATE: JUNE 1, 2013 z_ 2X P.T. PLATE BLOCK WALL BEYOND ___ DRAWN BY: �� e v FILLED CELL W/ #5 VERTICAL EXPANSION JOINT -a - n- cD VARIESot �, \//�/ //\ j 4 1����17o GRADE SCALE: H.D. RECESS 4" \ \\\/\\�, \\//\\// // /--(4) 1/2"0 x 6„ ,J„ BOLTS @24" O.C. OR 6 MIL VAPOR BARRIER 1/2" X 6 WEDGE TYPE ANCHOR SHEET NUMBER A CLEAN POISONED AND COMP. s< \/// / /`, w Z Di \ \/\/ z w ¢ ONT. WOOD TRIM BARRIER c.� A / �/ //�SOIL, `\/i Q. s > � \ � � o PER STM�D1557)IED PROCTOR 3 /\/\/ 5k 11N\i\\ /\\ \\ \\ \\ a „ NQTE$= \/ \/ \ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. ///\// D' ' \//\//\/ I MIN. CLR. NOTES: 2' x6 P.T. WOOD JAMB 3" VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \�\�\ , , \/\/ SEE PLAN SEE PLAN 1. FILL ALL CELLS WHEN MIN. CLR. / / \ \\ ON 3' CHAIR STEM WALL IS BETWEEN 24" AND 40" IGN & SEAL #5 REBAR CONT. SEE PLAN I 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. \�\\/ ///\// \\,\ IN HEIGHT ABOVE GRADE. iG NOTE: SEE PLAN FOR GARAGE DOOR ON 3" CHAIRS TYP. 1 �-4„ 2. FOR STEM WALLS GREATER THAN ENGINEERED WINDSPEED SEE PLAN CA OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH (2) #S CONT. 40" HIGH- CONSULT ENGINEER DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT DOOR AND CONNECTION PER TYPICAL EXTERIOR FRAME WALL r3,4� UNLESS NOTED ON FLOOR PLAN, TYPICAL GAfRAGE DOOR RECESS g GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING SCALE: N.T.S. TYPICAL FILLED LINTEL ,4�5-5rzM5LY 5CALE: N.T.S. TYPICAL EXTEi�IOR FRAME WALL 12 TYPICAL GARAGE DOOR I� SCALE: N.T.S. STEM WALL FOOTING 5CALE: N.T.S. TRACK MOUNTiNG DETAIL 5CALE: N.T.5. FEB 13 2014 STD. 90' HOCK-/ /PRECAST LINTEL FILLED W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE AND AS NOTED ON PLANS. OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LOAD BEARING/EXTERIOR OOD SIDING TO FINISH 6° FOR FOOTING DEPTH MIN. WIALL HEADER DETAIL -j 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR & REINFORCEMENT ANCHOR BOLT @ 24" O.C. DECORATIVE CEMENT TYPICAL FAD FOOTING DETAIL 5CALE: N.T.S. W/5" MIN. EMBEDMENT OVER WIRE LATH 1=OR STEMWALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 0 EA. STUD 5CALE: N.T.S. DATE: JUNE 1, 2013 z_ 2X P.T. PLATE BLOCK WALL BEYOND ___ DRAWN BY: �� e v FILLED CELL W/ #5 VERTICAL EXPANSION JOINT -a - n- cD VARIESot �, \//�/ //\ j 4 1����17o GRADE SCALE: H.D. RECESS 4" \ \\\/\\�, \\//\\// // /--(4) 1/2"0 x 6„ ,J„ BOLTS @24" O.C. OR 6 MIL VAPOR BARRIER 1/2" X 6 WEDGE TYPE ANCHOR SHEET NUMBER A CLEAN POISONED AND COMP. s< \/// / /`, w Z Di \ \/\/ z w ¢ ONT. WOOD TRIM BARRIER c.� A / �/ //�SOIL, `\/i Q. s > � \ � � o PER STM�D1557)IED PROCTOR 3 /\/\/ 5k 11N\i\\ /\\ \\ \\ \\ a „ NQTE$= \/ \/ \ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. ///\// D' ' \//\//\/ I MIN. CLR. NOTES: 2' x6 P.T. WOOD JAMB 3" VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \�\�\ , , \/\/ SEE PLAN SEE PLAN 1. FILL ALL CELLS WHEN MIN. CLR. / / \ \\ ON 3' CHAIR STEM WALL IS BETWEEN 24" AND 40" IGN & SEAL #5 REBAR CONT. SEE PLAN I 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. \�\\/ ///\// \\,\ IN HEIGHT ABOVE GRADE. iG NOTE: SEE PLAN FOR GARAGE DOOR ON 3" CHAIRS TYP. 1 �-4„ 2. FOR STEM WALLS GREATER THAN ENGINEERED WINDSPEED SEE PLAN CA OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH (2) #S CONT. 40" HIGH- CONSULT ENGINEER DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT DOOR AND CONNECTION PER TYPICAL EXTERIOR FRAME WALL r3,4� UNLESS NOTED ON FLOOR PLAN, TYPICAL GAfRAGE DOOR RECESS g GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING SCALE: N.T.S. TYPICAL FILLED LINTEL ,4�5-5rzM5LY 5CALE: N.T.S. TYPICAL EXTEi�IOR FRAME WALL 12 TYPICAL GARAGE DOOR I� SCALE: N.T.S. STEM WALL FOOTING 5CALE: N.T.S. TRACK MOUNTiNG DETAIL 5CALE: N.T.5. FEB 13 2014 ABLE TRUSS 'L' 5RAOIW3 REMIREMENT3l15AZED ON HEIG VERTICAL WEB NO (1) 2"x4" (2) 2"0" (2) 2"x6" SPACING "L" BRACE "L" BRACE "L" BRACE "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE — (1) 2"x8" #2 S.P.F. © EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 0 T) TO EXTEND LEAST SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 O.C. FOR SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHEATHING TYPICAL. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST 20'-0" MAX 20'-0" MAX OTTOM CORD BRACING 1"X4" MIN. 1 O "X" BRACE SEE DETAIL ONTINUOUS $SPACING��M�T SEE YWOOD� ALL 2X6 FASCIA < L <= 6'-0" 12" O.C. 7/16' MIN. 6'-0" < L <a 8'-0" E SCHEDU FOR SH WHICH ARE LESSTHAN 96" IN WIDTH. PRE -DRILL PANELS TO 7/16" MIN. SIN 2 1/2" LONG #8 SHEET METAL SCREWS AS PER FBC c�MENTITIous OR OTHERRECEIVE ,.,4 FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN � O DOWNSET TOPCHORD OF GABLE F9 o k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING ".•{ HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND /4—'0 SCREW W/ BOURNE DEBRIS ZONES AS PER FBC, 2010.WASHM END TRUSS TO RUN 2"x 4" ",,_PLYWOOD PLP SEC PANEL — SEE o TIMBER OR SCHEDULE FOR MIN. s to „ 2'- 0 OUTLOOKERS SPACED ® 24" MASONRY OPENING THICKNESS EDGE OF PLYWOOD PANEL ® TYPICAL PAR R c_ r r KLJATTACHmmff t- (2) 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH — — — — INTO EACH LEDGER. OUTLOOKER z 2"x 4" LEDGER. (2 12d TO EACH TRUSS WEB "L' BRACE AT a o "L" BRACE W/ 10d 0 4" O.C. NOTE; 90% OF WEB LENGTH (SEE TABLE) T — — _ — 00 12 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, �2� 2"x4" D�IAG. BRA ING 2 © G7 ACED ®48 0/C. 4`� 16d .. 8 MAX. ND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. NAILS 0 EACH END (�Tt) ¢ — — — — '��'Pq 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH � a 10dx3" NAILS ®4" 0/C. I I ABLE TRUSS x I Icin 2x4 PANEL BLOCKING 0 48" O.C.1/2" COX PLYWOOD OR 7/16" OSB �j 4r ->o a d FOR THE FIRST 8'-0" OF END WALL ,�-SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS 10dX3" CCD Y 0/C THROUGH C# a O CHORD INTO 2"x6" P.T. PLATE 2x4 T" ON TOP OF PANEL co, BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING 0 v4 10dx3" 0 4" O/C 4'-0" 0/C MAX FOR 41s SIMPSON META20 OR LTAI FIRST (4) ROWS OF TRUSSES 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" O.C. SEE DETAILS. 1"d, of AILS OR 1 ® 0 BOARD LONG DRYWALL CREWSOCOMPLER ILYING WITH ........ _ � A��� ' ' ...... ASTM C1002 FOR FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL GABLE SECTI❑N N❑ r r❑ SCALE ©mw OVARAMM umm 8 NM' rr 15 THE CONTRACM FEWOMM TO Raw All oRnwlOF BUM C FEWO E FM I CII S NOT T❑ SCALE DOW � MW IIS � � K NfEt#i1TY OF TH15 PRO►ECT ONLY. ANY pSGREPANCY CONT. BEARING SIMPSON MEf TA20 OR LTA�� SEE STRUCTURAL NOTES AND NAILING 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BEI FED 001A1110N5r A1N�t 9F.�011 PROF�IONl11� SPACED 24" O.C. SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SW ORAVMIGS, CONTRIICIORS' WLDIIiQ METHODS, AM Q SEE ARCHITECTURAL SHEATHING TYPICAL BACK NAIL AND TOE THE D AND SEALED DRANOMWDE ORO 9 1 GABLE END DETAIL SHEETS FOR ALL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATIIENMON OF 1W Ell(i M OF RECORD PRIOR TO 2X6 FASCIA THE COMMENCEMENT OF CONSIRUCMK --- - - -- - - - - - OWRAC10R TO VWY ALL OWN= MM 70 StMRr OF ANY NOT TO SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE �1W S aeaoP 18 Nor F � NON—STRUCTURAL ISSUES. END TRUSS TO RUN 2"x 4" 2'-0" OUTLOOKERS SPACED 0 24" ANY FINISHES, TR I M WO R K, IN2T0 EACHLEDGER. MAX OUTLOOKER SIMPSON N5 0 EACH BRACING (SEE LAN CROSSMINIMUM 2"0" FN FOM a 7=7r ETC... SHOWN 0 N THIS FOR LOCATIONS) To the beet of the enJineer'y kmowledge, the 2"x 4" LEDGER. (2 12d ph is and specifications cwt�ly with the SHEET IS F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST rarumua requixe<nents of Tkie Florid,: Building 907.01F WEB LENGTH (SEE TABLE) code: - Risidential. cim admo J 12 PURPOSES ONLY. �2� 2"x4" DIAL. BRA5ING 2) 16d PER JOINT �• ACED ®48 0/C. 4 16d ��om" rADt to no aM (( . swaRlon 1!!�1 8 MAX. NAILS 0 EACH END (TYP) "L" BRACE W/ 10d ®4" 0/C 11 ABLE TRUSS (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING ® 48" O.C. 1 2 COX PLYWOOD OR 7 16" OSB" / " / � e.�r®n tie a• �e .pr, sal zons AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 6d RINGSHAND NAILS 0 4" O.C. C,"w1wd 1 d FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. Ihb N wpd �a 17 wwNir A/t�r thr Mtr ATTACHED W/ (2) 16-d TOENAILS l OcIX3" 0 3" O/C THROUGH � mid � Wd the � of CHORD INTO 2x6 P.T. PLATE 8 " X " BRACING DETAIL_ #reel NMI@ I foe Rw NVEew11 4 2x4 "T" ON TOP OF PANEL SIMPSON HGA10 0 36" O.C. N ❑ T T ❑ SCALE or lb, 1i •Fxee, am kw BLOCKING, FASTEN WITH I � ani erg re9t ABLE TRUSS 10dx3" 0 4" 0/C TUD WALL (SEE TYP. SEC.) 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" O/C TYPICAL S GABLE SECTI❑N NOT TO SCALE R PRE-ENGINEERED WOOD TRUSSE ------ -- AT LEAST ONE TRUSS OVERLAP 2'x L- BRACE (2)2"x 4" DIAGONAL BRACING SPACE ATTACHED UJ/ I6d NAILS ATTACHED UJ/ (5) 56 NAILS 4" O/C TYPICAL DBL. TOP PLATE IMPSON HGA10 STUDS ® 16" O.C. ONT. BEARING TYP) SIMPSON SP4 GAPL_E TRU55 UJE @ EACH STUD 9 GABLE END DIAD, ATTACHMENT .... 2 GABLE END DETAIE - FRAME INIMUM (2) 12d PER JOINT NOT TO SCALE :2 N ❑ T T ❑ SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT -RUN BRACING DETAIL W NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST PLYWOOD PANFI THICKNESS MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 16" O.C. E.CO MaRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWSMCHOR $SPACING��M�T SEE YWOOD� ALL HIP GIRDER < L <= 6'-0" 12" O.C. 7/16' MIN. 6'-0" < L <a 8'-0" E SCHEDU FOR SH WHICH ARE LESSTHAN 96" IN WIDTH. PRE -DRILL PANELS TO 7/16" MIN. SIN 2 1/2" LONG #8 SHEET METAL SCREWS AS PER FBC c�MENTITIous OR OTHERRECEIVE ,.,4 FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN CORNER JACK F9 o k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING ".•{ HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND /4—'0 SCREW W/ BOURNE DEBRIS ZONES AS PER FBC, 2010.WASHM ",,_PLYWOOD PLP SEC PANEL — SEE o TIMBER OR SCHEDULE FOR MIN. z MASONRY OPENING THICKNESS EDGE OF PLYWOOD PANEL ® TYPICAL PAR R c_ r r KLJATTACHmmff OPOM KYWOOD PROTECT= PAM _CHEO L =GREATER VALUE OF LI OR L2 # S a FAS"ER SPACING L S (FASTENER SPACING) PLYWOOD PANFI THICKNESS L <= 2'—O" 16" O.C. 7/16' MIN. 4'-0" 160 O.C. 7/16 MIN. < L <= 6'-0" 12" O.C. 7/16' MIN. 6'-0" < L <a 8'-0" g" O.C. 7/16" MIN. • r 21 MIN, 1) SIMPS ETA12 0 EACfI END JACK (TY PLYWOOD PANES. TYP , ECO TEXTRON FEMALE LINE OF WALL OPENING 1) SIMPSON ETA20 0 HIP JACK PANEMATE ANCHORS W/ 1-3/4" MIN. EMBED • • NOTES: 1. ALL PANES SHALL BE PRE—CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED r r ❑UBLE TOP PLATE 0 7" 0 16 MINIMUM PLYW❑❑D / ❑SB SHEATHING. ATTACH SHEETS IN STAGGERED Q PATTERN STARTING FROM C❑RNER ❑F WALL, (� JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ HCS SHEET NUMBER RINGSHANK NAILS R 3" ❑,C, PERIMETER, 4" ❑,C, EDGES S3 AND 6" ❑ C, FIELD, SIGN & SEAL GLE P.T. BOTTOM ATE. SEE TYP, WALL CTI❑N FUR IS: 3 HIP R❑❑F FRAMING Ip WALL SHEATHING ATTACHMENT ATTACHMENT. A EXTERNAL PLYWOOD PANEL PROTECTIONSCHEDULE NTS NOT TO SCALE NOT TO SCALE Window and door opelliTterequire debris impact protection as per Chapter 16 of the FBC, 2010 Edition. Protection can be FEB 13 20'I,y provided through external panels (shown hcre), pre-engineered Shutters (by others) or impact rated windows/doors (by others) DC SIN PLP SEC ❑UBLE TOP PLATE 0 7" 0 16 MINIMUM PLYW❑❑D / ❑SB SHEATHING. ATTACH SHEETS IN STAGGERED Q PATTERN STARTING FROM C❑RNER ❑F WALL, (� JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ HCS SHEET NUMBER RINGSHANK NAILS R 3" ❑,C, PERIMETER, 4" ❑,C, EDGES S3 AND 6" ❑ C, FIELD, SIGN & SEAL GLE P.T. BOTTOM ATE. SEE TYP, WALL CTI❑N FUR IS: 3 HIP R❑❑F FRAMING Ip WALL SHEATHING ATTACHMENT ATTACHMENT. A EXTERNAL PLYWOOD PANEL PROTECTIONSCHEDULE NTS NOT TO SCALE NOT TO SCALE Window and door opelliTterequire debris impact protection as per Chapter 16 of the FBC, 2010 Edition. Protection can be FEB 13 20'I,y provided through external panels (shown hcre), pre-engineered Shutters (by others) or impact rated windows/doors (by others) IS: 3 HIP R❑❑F FRAMING Ip WALL SHEATHING ATTACHMENT ATTACHMENT. A EXTERNAL PLYWOOD PANEL PROTECTIONSCHEDULE NTS NOT TO SCALE NOT TO SCALE Window and door opelliTterequire debris impact protection as per Chapter 16 of the FBC, 2010 Edition. Protection can be FEB 13 20'I,y provided through external panels (shown hcre), pre-engineered Shutters (by others) or impact rated windows/doors (by others) FIRE RATED SH€ATHINGH"1T! (minimum depth) dP (46" BEYOND EACH WALL) \ �- RAKE BEAM W/ (2) #5 REBAR I 1 9ism: L , R30 BATT INSUL CEILING BOARD (1) 2x8 PT LEDGER W/ 2 ROWS OF 11//2 AT 32" O.C. & STAGGERED FIREWAI I CLASSIFICATION (2 HOUR) 0 THRU- BOLTS MASONRY FIREWALL; UL U901 NON -LOAD BEARING TENANT FIRE WALL 2 SECTION -2 -HOUR RATED SCALE: N.T.S. FIRE RATED SHEATHING 8"X 12" (minimum depth) CIP (48" BEYOND FIREWALL FACE) \ RAKE BEAM W/ (2) #5 REBAR TRUSS 2'-0" O.C. TYP. R30 BATT INSUL CEILING BOARD CBLOCK W/ R. (1) #5 CONT. FIREWALL CLASSIFICATION (2 HOUR) (1) 972x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 11A//T2"0 TOC & STAGGERED �:3�LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON 6" 0/C EDGES AND 12" 0/C FIELD FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 5/8"� X 6" ANCHOR BOLTS (OR THRU BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE FIREWALL CLASSIFICATION (2 HOUR) MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 (2� COURSES OF - K. . BLOCK W/ (1) #5 CUNT. IN EACH LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 4" THICK 2500 PSI CONC. SLAB w/ 6x 6 W1.4W1.4 WWF 006" POLYETHYLENE VAPOR BARRIER 8" C.M.U. MASONRY WALL UNDER SLAB OVER CLEAN COMPACTED SEE PLANS FOR REINFORCEMENT FILL (AS PER CODE REQUIRED) LOCATION AND SPECIFICATIONS w/ TERMITE TREATMENT ELEVATION 0'-0" ASSUMED 8" FINISHED FLOOR °' _ • n GRADE MIN. STD. 90' HOOK= -,I I (SEE DETAIL) SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 3 1/2- 4 /2"4 1 /4" 3 1/2" 1/2" GYP WB V� COURSES F BLOCK W% (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 1/2" CD GYP. (TYP) 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6' ANCHOR BOLTS AT 16" O.C. & STAGGERED 1 GYP. 80. DRYWALL OVER /24" PT. FURRING STRIPS & . 3/4" RIGID INSULATION (TYP.) CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. 4" THICK 3000 PSI CONC. 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 - 8" CMU BLOCK MASONRY 8"X 12" (minimum depth) CIP y tl 4 .y r ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN 12 MAX° . d ... a d 1/2" GYPSUM DRYWALL 1x4 WD FURRING ADOPTED BY THE LOCAL JURISDICTION. 7 :f r.: 4 ' ° 4:' ''; d. ..at•4 a ® 16" 0/C NEEDED ENCLOSED BUILDING 'd 4 Zone 3 1/4" BASEBOARD SIMPSON HUS28 0 EACH END TO MATCH CEILING (1) #5 VERT]. IN FILL CELLS d 139 MPH 3 -sec. Gust d d' SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF LEDGER SPEC. ro 2"x4" P.T. KICK PLATE W/ INSPEC TION PPORTAT OR FIBER MESHFILL - EACH HUC28-2 0 EACH END. Z"0 TAPCONS ®12" O.C. (1) COURSE OF z ELEV 0'-0" •' a SUPPORT ENDS W/ (3) 2"x 4" TOP OF SLAB 6 MIL VISQUEEN'_ '' ,• ` = I I= Q20 CLEAN COMPACTED FILLSEE PLAN FIN. FLOOR SEE PLAN ° 9 SEE PLAN d.51.�s K.O. BLOCK W/ (1) #5 CONT. STD. HOOK (SEE DE .) 29.8 NOTE: 2 -HOUR FIRE RATED PARTY WALL t7N SCALE: N.T.S . •d 8"X 12" (minimum depth) CIP y tl 4 .y r ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN 12 MAX° . d ... a d RAKE BEAM W/ (2) #5 REBAR L2"x 8" JOISTS ® 16" O.C. W/ ADOPTED BY THE LOCAL JURISDICTION. 7 :f r.: 4 ' ° 4:' ''; d. ..at•4 a 2"x P.T. LEDGER AS NEEDED ENCLOSED BUILDING 'd 4 Zone °' 4 a ° SIMPSON HUS28 0 EACH END TO MATCH CEILING BEARING. SEE Ultimate Wind Speed d 139 MPH 3 -sec. Gust d d' Wind Area SEE SECTIONS FOR LEDGER SPEC. ro 2"x4" P.T. KICK PLATE W/ d + - SQ FT HUC28-2 0 EACH END. Z"0 TAPCONS ®12" O.C. (1) COURSE OF GROUTED SOLID 33.0 •' 30.5 SUPPORT ENDS W/ (3) 2"x 4" Q20 WOOD JACK POST. FIN. FLOOR SEE PLAN ° 9 '- d.51.�s K.O. BLOCK W/ (1) #5 CONT. 27.3 29.8 NOTE: 27.3 34.4 STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 100 10 TYPICAL INTERIOR STAIR NOT TO SCALE 22.7 ® ® 22.7 25.3 NOTE; WHERE ROOF TRUSSES RUN .d.4e.o 30.2 - _ q (� 16'-0" WIDE T-0" HEIGHT °''4,dv '•a �' d PARALLEL TO PARTY WALL, LEDGER 30.5 2 27.9 51.1 CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA ANDZONE OVERHANG CONDITIONS) ZONE 3 " r ' , . • •4 77.0 CAN CONSIST OF (1) 2"x 4" P.T. W/ SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER WIND❑WS ARE CLASSIFIED IN Z❑NE 4. 21 ROUND AREA DOWN TO 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. O 14.'d' d Y4"O TAPCONS © 16" O.C. TO CARRY ® CEILING DIAPHRAGM "a p 0 '.... .4 . .. p • v .4: . •d r .• i y tl 4 .y r ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OF +0.18 AND -0.18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY 11 IN AN EXPOSURE C AREA WITH A MEAN L2"x 8" JOISTS ® 16" O.C. W/ ADOPTED BY THE LOCAL JURISDICTION. .4 1.a•' 'd ..at•4 a A.w44 f1. DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone A. SIMPSON HUS28 0 EACH END • 4 , •4 fid. t4' .•4v d. 1..• 4• a 8'-0" MAX." (SEE PLAN FdR SPACING) 8'-0" AX g PARTY WALL RAKE BEAM NOTE; SEE PLAN SHEETS FOR ALL DIMENSIONAL INFORMATION NOT TO SCAI F CONCRETE ROOF TILES OR SHINGLES -PRE-ENGINEERED WOOD TRUSSES w/2X4 TOP CHORD AT 24" O.C. -PEEL 5yggARRND STICK ROOFING UNDERLAYMENT (TILE) 1ML!6LE ROOF SYSTEtJISHINGLETILE S ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES WITH 8d WITH 8d RINGSHANK NAILS ® RINGSHANK NAILS ®4"0/C 4"0/C BOUNDARIES, 6' 0/C EDGES BOUNDARIES, 6" 0/C EDGES & B" & 8" O/C FIELD O/C FIELD -SIMPSON META20 U,N.O TRUSS w METAL PLATE UNDER EACH TR SS OL TOP OF LINTEL ELEV. SEE ARCHITECTURALS SEE ARCHITECTURALS FASCIA TYPE �NU� AND 2" WASHER TYP. r2-2 X 12 S.Y.P. -J If\VV�I\L4 1\V IIJ VI 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 COURSES OF #5 CONT. IN EACH 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE. WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG's DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ GONG. AT WINDOW SILLS 5/8" STUCCO WALL FINISH SEE PLAN`� ' 4" SEE PLAN TYPICAL 2 -STORY WALL SECTION SCALE: N.T.S STUD OPTIONS: 2"x 4" SYP #2 SPACED 0 12" O.C. 2"x 6" SYP #2 SPACED ® 16" O.C. 2"x 4" SYP #1 SPACED 0 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HT S W-6". (2) ROWS OF 2x BLOCKING 0 3rd PTS FOR WALL HT > 8'-6" R11 INSULATION @ EXT. WALLS SIMPSON SP1 0 EA. STUD 2X P.T. PLATE 1/2" GYP. E 2x4's ® 16" 0. BOT. PLATE PLYWD. FLOORING fq FLOOR JOISTS Z FLOOR GIRDER/BEAM - 2"x4"LEDGER BLOCK W/ 16d _ NAILS 0 6" O.C. (TWO ROWS STAGGER PATTERN) 3-2x12 STRIN WD. CAP TOP PLATE SEE TOP RAILING 1x- BALUSTERS 4" O.C. MAX. 1x- TREADS & RISERS ' 4x4 NEWEL POST (1) 2"x8" P.T. LEDGER W/ J'O TAPCONS (1.5" EMBED) SPACED 1" ING 0 16" O.C. (TWO ROWS STAGGER TYP. (�PA'TTERN) INTO CMU I SEE PLALAND.TIN. FLA 2nd FLOOR WALL BAND JOIST 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 0 A_ 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST 0 EA, S.Y.P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24 O.C.) SIMPSON & 10-8d IV b8NU JUIJI U tA. J.T.P. JIUD (16- U.C.) 2ND FLOOR FRAME CONNECTION2 2ND FLOOR FRAME CONNECTION (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS 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. DOUBLE 2"X 12' HEADER W/ 1/2" FUTCH PLATE UNLESS NOTED OTHERWISE ON PLANS DOUBLE 2' X CRIPPLE STUD UNO ON PLAN FILLING AND BLOCKING AS 2"xSTUDS TYP.REQUIRED FASTENED TO HEADER W/ (2) 16d 0 16" 0/C UNLESS NOTED OTHERWISE FLOOR BEAM/TRUSS GIRDER J (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 1 ST FLR. SHEAR WALLS ONLY -1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS 0 3" 0/C BOUNDARIES, 6" 0/C EDGES, AND 6" 0/C FIELD. 1/2" 0 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR ® 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE X6 W1.4xW1.4 WWF OR FIBERMESH G P D_ \\ \ o . A P ap •Q . p / /\ � 8" SEE PLAN 8" #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL r8INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE SCALE: N.T.S. 139 ENCLOSED EXP C Allowable Stress Design SCALE: N.T.S. 1SS/JOIST 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 MFH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OF +0.18 AND -0.18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY 11 IN AN EXPOSURE C AREA WITH A MEAN L2"x 8" JOISTS ® 16" O.C. W/ ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS:BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS) DOORS, COMPONENTS DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective SIMPSON HUS28 0 EACH END rq m Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust 4 Wind Area ", (2) 2"x8" W/ SIMPSON MTS18 OR ro 2"x4" P.T. KICK PLATE W/ SQ FT + - SQ FT HUC28-2 0 EACH END. Z"0 TAPCONS ®12" O.C. <10 30.5 33.0 FSEFPLAN 30.5 SUPPORT ENDS W/ (3) 2"x 4" Q20 WOOD JACK POST. FIN. FLOOR SEE PLAN 31.6 20 ' 38.1 50 27.3 29.8 NOTE: 27.3 34.4 STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 100 10 TYPICAL INTERIOR STAIR NOT TO SCALE 22.7 2nd FLOOR WALL BAND JOIST 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 0 A_ 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST 0 EA, S.Y.P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24 O.C.) SIMPSON & 10-8d IV b8NU JUIJI U tA. J.T.P. JIUD (16- U.C.) 2ND FLOOR FRAME CONNECTION2 2ND FLOOR FRAME CONNECTION (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS 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. DOUBLE 2"X 12' HEADER W/ 1/2" FUTCH PLATE UNLESS NOTED OTHERWISE ON PLANS DOUBLE 2' X CRIPPLE STUD UNO ON PLAN FILLING AND BLOCKING AS 2"xSTUDS TYP.REQUIRED FASTENED TO HEADER W/ (2) 16d 0 16" 0/C UNLESS NOTED OTHERWISE FLOOR BEAM/TRUSS GIRDER J (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 1 ST FLR. SHEAR WALLS ONLY -1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS 0 3" 0/C BOUNDARIES, 6" 0/C EDGES, AND 6" 0/C FIELD. 1/2" 0 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR ® 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE X6 W1.4xW1.4 WWF OR FIBERMESH G P D_ \\ \ o . A P ap •Q . p / /\ � 8" SEE PLAN 8" #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL r8INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE SCALE: N.T.S. 139 ENCLOSED EXP C Allowable Stress Design SCALE: N.T.S. 1SS/JOIST 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 MFH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OF +0.18 AND -0.18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY 11 IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS:BEEN USED TO DEVELOP WIND PRESSURES. WINDOWS) DOORS, COMPONENTS DESIGN WIND PRESSURES ENCLOSED 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 L SQ FT + - SQ FT + - <10 30.5 33.0 <10 30.5 40.7 Q20 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 ZONE 1 27.9 30.5 2 27.9 51.1 CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA ANDZONE OVERHANG CONDITIONS) ZONE 3 27.9 1 77.0 NOTES] 1, ANY WINDOW, ALL OR PART, WHICH IS WITHIN 6' OF A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER WIND❑WS ARE CLASSIFIED IN Z❑NE 4. 21 ROUND AREA DOWN TO 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. +.) U 11 G 0 N O >� � N I OA O 124 1 O i•, CO �-I q�A W � U U1 c U) �1 W co co 111 a� C/D O tel' b X00 coo LO iyco �+w CO � Zl1 q P4 P, 0 .4, O ;-I a ed P4 ©THESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. To the best of the engineer's knowledge, Lhe plans and specifications comply with the minimum requirements of The Florida Buiiding Code - Residential. (2010 Edition) Plans and specifications comply with the Florida building code - RESIDENTIAL , section R301 (2010 edition) Plans and specifications comply with the Florida building code, section 1609 for 139 mph wind zone (2010 Edition) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code is changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. REV. DATE & COMMENTS BY v N/ Z 0 F_ Z O L _J Z < VJ 1D JOB NUMBER: 2012 DATE: DECEMBER 23, 2013 DRAWN BY: SCALE: SHEET NUMBER S4 SIGN & SEAL FEB 13 2014 NOTES: 1. APPLY SOLID BEAD OF ROOF MASTIC JUST 7 ABOVE THE ROOF JACK. 2. SLIDE STORM COLLAR DOWN MAKING SURE p ' N THE COLLAR IS COMPLETELY SEATED IN MASTIC AND THERE ARE NO VOIDS. , Lq 3. WHEN COLLAR IS IN FINAL POSITION APPLY FINAL BEAD OF MASTIC AROUND TOP OF STORM F1 ASPHALT SEALANT: COLLAR. STUCCO FINISH 3'MIN CQ o ASPHALT SEALANT: EXTEND MIN. 6" 2 2 ` p� �? EXTEND MIN, 6" ABOVE n 1 R, �" ABOVE 2 �" 5" MIN. FLASHING C.M.U. ; Lo o p FLASHING MIN. GALV. MTL 5X4" tik FLASHING DIVERTER tto 5" MIN. ` n DCB 10038 OR EQUAL - �7 STORM C LAR TOP AND SIDES OF Q DIVERTER 4„ M -."•s~:. FLASHING (SLOPED, w/ DRIP EDGE) 1 1 1 1 1 rn 4 MIN. FLASHING UNDER ROOF. W Co N 0 FLASHING ?">' '4 ''. SHINGLES OR 2 3' MIN W ® 45 DEGREE ANG.:•,L;:=:.r"= , R F JACK ~7 F»• CONCRETE TILE o o SOLID ROOF MASTIC PREMANUFACTURED c, GALV. 'L' FLASHING DRYER VENT CAP EXTEND 1 4" MIN. ' i. < _ - __ _ - cd ,.,,;'.• TYPICAL (SET IN CONT. SEALANT) / BEYOND DRIP EDGE •:.L. •�,:..' -_ __-_--__-- _= c7 cs � ® WALL. - __ c W V �L� 1-1/2" TO = __ __ __ C> ° : ^ Vl IZI 2" OAP ROOFING FELT =- __ CAULK BOTTOM STEP 1 LSTEP 2 STEP 3 � DRIP EDGE *NOTE*: -- ONLY BOTTOM FLANGE BOTTOM OF FLASHING BC TWO SIDES STEP I STEP 2 STEP 3 INSTALL 6' MIN. M❑ISTQP APPLY SEALANT PER INSTALL 6' MIN. M❑ISTUP W p CUT BACK FASCIA DRIP -- NAILS EXPOSED OVER ROOFING INSTALL 9' MDISTDP INSTALL STUCCO STOP INSTALL 9' MOISTOP JAMB FLASHING DOOR MANUFACTURER HEAD FLASHING �, BETWEEN 1-1/2" TO EDGE FASCIA JAMB FLASHING DR J -MOLD HEAD FLASHING AND INSTALL llOOR 2„ FASCIA r' FIGURE 1 FLASHING DRYER VENT M❑IST❑P PRODUCTS BY F❑RTIFIBER APPLY BUILDING PAPER M❑IST❑P PRODUCTS BY FORTIFIBER APPLY BUILDING PAPER o BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION b L� co 1 INSTALLATION(_2__FIGURE 2: CORNER DETAILr,3_'�VENT PIPE PENETRATION 4 PENETRATION IN CMU �c.0QD� r VAPOR BARRIER AT DOORS 9 VAPOR BARRIER AT SGD M� °'�� SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. SCALE: N.T.S. LO a SCALE: It- ALE: N.T.S., �v........................................................................................................................................................................; N d, 0 w -----� !" ROOF CRICKET: �, ,� tom. W REFER TO NOTEASPHALT BASED MIN. 3:12 SLOPE (REQUIRED �—+ Q Pr -1-1E-+ P -i W BELOW FLASHING MEMBRANE SEALANT APPLIED j AT ALL LEVEL VALLEY 7/8" STUCCO SEALANT BEHIND FLASHING \AL PAPER BACKED LATH - AND EXTENDING A ; LOCATIONS) DO NOT TAPE BOTTOM OF PLASTER STOP VERTICAL WALL �1THESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. i ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. MINIMUM OF 6" # AT ENTRY INSULATION FLASHING TAPE TO I 1 1/2" GAL WD MEMBRANE TO BUILDING ABOVE ' PER PLAN SHEATHING PER SPECS SEAL GASKET SCREW 6" OC ® i SEALANT cv I NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ? VERTICAL RISE OF ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE 15# FELT DAM SHINGLES OR ' vzi FLASHING ! ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL LAP 4" OVER FLASHING SILL J CONCRETE TILE AT WALL I SHINGLE OR INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY APPROVED FLASHINGi I CONCRETE TILE BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' PIPE THROUGH WALL 4" X 5" ! SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND (0.19 x 10" ROLL) 1 X 2 WD DAM NO SEALANT ®FLANGE i HORIZONTAL THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT "J" CHANNEL STUCCO STOP AT SILL ' GALV. FLASHING TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO ATTACH 2x6 SYS 2 STUCCO SIDING, BRICK ETC. CONT. THE COMMENCEMENT OF CONSTRUCTION. # VULKEM SEALANT 9 W/ 4-16d NAILS 3/4 CLEARANCE MIN. BEAD BELOW 1x WD �' 1 N ; TO EACH STUD CAP SHINGLE "QUICK FLASH' GASKET DAM &RETURN UP WEATHER RESISTANT WINDOW i CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR ROOF SHINGLES INSTALL PER MFG, CORNERS FLASHING ANY DIMENSIONS. 15# FELT r ' WEATHER RESISTANT HOUSE WRAP i THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES _... 1/2" GYP. BD. (TYPAR, TYVEK, OR EQUAL) j s TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES BUILDING PAPER 4" HORIZONTAL ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE SHEATHING 7 FOR EXISTING STRUCTURAL COMPONENTS. ROOF SHEATHING PER SPECS UNDER 'QUICK f LASH'O2 ! FLASHING NOTE: THIS DETAIL IS *NOTE: SEAL ALL EXPOSED FRAME WALL gra the best of the eng:ineer's knowiedgo, the ROOF TRUSS OR 2x4 REQUIRED pians and ecificatious aoul 1 with the NAIL NEADS ®CAP SHINGLES ' sp ' ' P Y BLOCKING AT ALL VERTICAL WALL minimum requirements of 'Phe G'10Cida Building Code - Residential. 2010 Edition NOTE: 3 � INTERSECTIONS ( ) FOR USE W WINDOW FRAMES 3" OR LESS WITH ROOF VALLEYS & ROOF 5�R�00F�TO WALL FLASHING(__6__�VENT/ CRICKETS. Plans gnd dpeclfRESI E comply with the Florida PENETRATION N E TR A TI 0 N IN WIDTH, COORDINATE WITH THE WINDOW 1 building code -RESIDENTIAL , section R301 MANUFACTURER TO INSURE ADEQUATE CLEARANCE (2010 edition) SCALE: N.T.S. FOR WOOD FRAME FOR USE OF LOCKS AND LIFT RAIL. FLASHING DETAIL A T Plans and se, section 1 comply with the Florida SCALE: N.T.S. WOOD OPENING E N I N G PAN building coda, section 1609 for 139 mph wind zone 7 (2010 Edition) 610� CRICKET WALL INTER. This drawing is valid for 12 months after the date FLASHING F0R WIND0W SILit Is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code is SCALE: N.T.S. SCALE: N.T.S. changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, DR H O R T O N DEFAULT NOTES electrical, mechanical details, if shown, are for 4" WIDE VINYL CONTROL JOINT BY 4" WIDE VINYL CONTROL JOINT BY visual reference only and are not covered under VINLYCORP (1578-U) OR EQUAL VINLYCORP (1578-U) OR EQUAL this seal. BLK WALL TO FRAME WALL MANUVERT CONTROL JOINT 0 BLK F. TRUSS OR RIBBON MANUF. TRUSS OR RIBBON NOTE; THESE STRUCTURAL NOTES ARE TO BE USED AS DEFAULT TYPICAL STRUCTURAL CALLOUTS IF NOTES ARE MISSING HORZ CONTROL JOINT DETAIL BOARD OFFSET W/ BLOCK BOARD OFFSET W/ BLOCK WALL TO FRAME WALL HORZ SPLICE SHOULD NOT BE WITHIN ON THE STRUCTURAL FRAMING PLANS. IN ALL CASES OF CONFLICTING NOTES, THE STRUCTURAL NOTES ON THE FRAMING REV. DATE & COMMENTS BY /16" O.S.B. OR 15/32" OSB /16" O.S.B. OR 15/32" OSB TRANSITION DETAIL 2'-0' OF VERT CONTROL JOINT / FLOOR PLANS OVERRIDE THE NOTES SHOWN ON THIS SHEET. THER RESISTANT BARRIER WEATHER RESISTANT BARRIER #1 - HOUSE WRAP #1 - HOUSE WRAP MONOLITHIC FOOTING SCHED. 9" BITUMINOUS TAPE FLASHING BITUMINOUS TAPE FLASHING 8"X8" PRECAST LINTEL GROUTED SOLID w 1 5 FOUNDATION w/ (2) #5 REBAR CF1 THER RESISTANT BARRIER WEATHER RESISTANT BARRIER POURED SOLID w/ CONC. SLAB ON 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ GRADE. SEE CONSTRUCTION DETAILS #2 - PAPER -BACKING OR #2 - PAPER -BACKING OR BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION 16"w x 12"d CONC. MONOLITHIC N EQUAL EQUAL CONTINUOUS. INTERIOR FOUNDATION ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ POURED SOLID w/ CONC. SLAB ON 7/8" STUCCO W/ LATH - 7/8" STUCCO W/ LATH - FLAP FOR ADDITIONAL INFO. "' LATH TO OVERLAP CONTROL LATH TO OVERLAP CONTROL -- w/ (1) #5 REBAR 8FOUNDATION CF3 CONTINUOUS. EXTERIOR FOUNDATION JOINTS PER MANUF SPECS JOINTS PER MANUF SPECS (2) 2"X12" WD. HEADER w/ 1/2" PLY. WD. FLITCH GRADE. SEE CONSTRUCTION DETAILS mPLATE 6" TALL VINYL CONTROL JOINT BY 6" TALL VINYL CONTROL JOINT BY 24"w x 12"d CONC. MONOLITHIC w/ (2) SIMPSON LSTA24 0 EA. END. SUPPORT FOUNDATION w/ (3) #5 REBAR VINLYCORP (1578-50 UL) OR VINLYCORP (1578-50 UL) OR SHEATHING POURED SOLID w/ CONC. SLAB ON H2 EQUAL EQUAL DETAILS FOR ADDITIONAL INFO. HD58 (MASONRY BEARING) OR (1) SIMPSON LOUM410 20"w x 20"d CONC. MONOLITHIC 1/2" STUCCO OVER CMU 1/2- STUCCO OVER CMU APPLY BEAD OF 3" UNPUNCHED SEALANT ORJEAI CONNECTOR CONTINUOUS. EXTERIOR FOUNDATION 9" 3 1/2" FELT PAPER BTWN 3 1/2" FELT PAPER BTWN ON CONNECTOR AOSSEMBLNYNG w FIELD 1 FOR ADDITIONAL INFO. BLK & WOOD CONT BLK & WOOD CONT (2) 1.75 X 11.25 LVL HEADER W/ (3) SIMPSON MSTA24 ® EA END. SUPPORT ENDS W/ (4) 2X4 WOOD NOTCH BOTTOM OF VERT CONTROL NOTCH BOTTOM OF VERT CONTROL {— -3 —} JOINT TO SIT FLUSH ON HORZ JOINT TO SIT FLUSH ON HORZ 1X2IF(2) CURB CONTROL JOINT CONTROL JOINT H4 1.75" X 16" LVL HEADER W/ (3) SIMPSON MSTA24 0 EA END. SUPPORT ENDS W/ (4) 2"X4" WOOD JACK CMU CMU PUNCHED PUNCHED * ALL BUTT JOINTS, INTERSECTIONS & * ALL BUTT JOINTS, INTERSECTIONS & ENDS SHALL BE SEALED AT TIME OF ENDS SHALL BE SEALED AT TIME OF INSTALLATION USING AN ELASTOMERIC INSTALLATION USING AN ELASTOMERIC SEALANT, OR EQUAL SEALANT, OR EQUAL 3" UNPUNCHW BLOCK WALL TO WOOD MECHANICAL CONTROL CONNECTOR 11 FRAME TRANSITION rji'JOINT DETAIL SCALE: N.T.S.SCALE: N.T.S. MONOLITHIC FOOTING SCHED. LINTEL SCHEDULE 16"w x 20"d CONC. MONOLITHIC 8"X8" PRECAST LINTEL GROUTED SOLID w 1 5 FOUNDATION w/ (2) #5 REBAR CF1 CONTINUOUS. EXTERIOR FOUNDATION THE CONSTRUCTION DETAIL SHEETS. POURED SOLID w/ CONC. SLAB ON 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ GRADE. SEE CONSTRUCTION DETAILS (1) #5 REBAR IN PRECAST LINTEL AND KNOCK -OUT FOR ADDITIONAL INFO. BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION 16"w x 12"d CONC. MONOLITHIC DETAILS ON THE CONSTRUCTION DETAIL SHEETS, FOUNDATION w/ (2) #5 REBAR CF2 CONTINUOUS. INTERIOR FOUNDATION ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ POURED SOLID w/ CONC. SLAB ON FLAP FLAP GRADE. SEE CONSTRUCTION DETAILS FLAP FOR ADDITIONAL INFO. TOP OF MASONRY 24" MINIMUM DEPTH) 12"w x 8"d CONC, MONOLITHIC POWERBOX BEAM 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ w/ (1) #5 REBAR 8FOUNDATION CF3 CONTINUOUS. EXTERIOR FOUNDATION BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION POURED SOLID w/ CONC. SLAB ON (2) 2"X12" WD. HEADER w/ 1/2" PLY. WD. FLITCH GRADE. SEE CONSTRUCTION DETAILS mPLATE FOR ADDITIONAL INFO. GROUTED SOLID W/ (2) #5 REBAR IN POWERBOX LINTEL 24"w x 12"d CONC. MONOLITHIC w/ (2) SIMPSON LSTA24 0 EA. END. SUPPORT FOUNDATION w/ (3) #5 REBAR CF4 CONTINUOUS. INTERIOR FOUNDATION SHEATHING POURED SOLID w/ CONC. SLAB ON H2 GRADE. SEE CONSTRUCTION LJJ DETAILS FOR ADDITIONAL INFO. HD58 (MASONRY BEARING) OR (1) SIMPSON LOUM410 20"w x 20"d CONC. MONOLITHIC (MASONRY BUCKET) OR (1) SIMPSON HGUS414 WOOD FOUNDATION w/ (3) #5 REBAR CF5 CONTINUOUS. EXTERIOR FOUNDATION 9" POURED SOLID w/ CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAILS 1 FOR ADDITIONAL INFO. HEADER SCHEDULE STEMWALL FOOTING SCHED. LINTEL SCHEDULE 16"w x 12"d CONC. STEMWALL 8"X8" PRECAST LINTEL GROUTED SOLID w 1 5 FOUNDATION w/ (2) #5 REBAR CF1 CONTINUOUS. EXTERIOR MASONRY THE CONSTRUCTION DETAIL SHEETS. STEMWALL POURED SOLID TO CONC, 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ SLAB ON GRADE. SEE CONSTRUCTION (1) #5 REBAR IN PRECAST LINTEL AND KNOCK -OUT DETAILS FOR ADDITIONAL INFO. BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION 16"w x 12"d CONC. MONOLITHIC DETAILS ON THE CONSTRUCTION DETAIL SHEETS, w/ (2) #5 REBAR OFOUNDATION CF2 CONTINUOUS. INTERIOR FOUNDATION ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ POURED SOLID w/ CONC. SLAB ON FLAP FLAP GRADE. SEE CONSTRUCTION DETAILS FLAP FOR ADDITIONAL INFO. TOP OF MASONRY 24" MINIMUM DEPTH) 12"w x 8"d CONC. MONOLITHIC POWERBOX BEAM 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ w/ (1) #5 REBAR 8FOUNDATION CF3 CONTINUOUS. EXTERIOR FOUNDATION BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION POURED SOLID w/ CONC. SLAB ON (2) 2"X12" WD. HEADER w/ 1/2" PLY. WD. FLITCH GRADE. SEE CONSTRUCTION DETAILS mPLATE FOR ADDITIONAL INFO. GROUTED SOLID W/ (2) #5 REBAR IN POWERBOX LINTEL 24"w x 12"d CONC. MONOLITHIC w/ (2) SIMPSON LSTA24 0 EA. END. SUPPORT FOUNDATION w/ (3) #5 REBAR CF4 CONTINUOUS. INTERIOR FOUNDATION SHEATHING POURED SOLID w/ CONC. SLAB ON H2 GRADE. SEE CONSTRUCTION LJJ DETAILS FOR ADDITIONAL INFO. HD58 (MASONRY BEARING) OR (1) SIMPSON LOUM410 24"w x 12"d CONC. STEMWALL (MASONRY BUCKET) OR (1) SIMPSON HGUS414 WOOD w/ (3) #5 REBAR OFOUNDATION CF5 CONTINUOUS. EXTERIOR MASONRY 9" STEMWALL POURED SOLID TO CONC. SLAB ON GRADE. SEE CONSTRUCTION 1 DETAILS FOR ADDITIONAL INFO. STEP 1 STEP 2 STEP 3 STEP 4 "HOUSE WRAP VENDOR" TO "BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY" INSTALL CUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT. BEAD OF 6" JAMB FLASHING (EX: PAPER 0 45' ANGLE 9" UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK FORTIFIBER, MOISTOP, OR AND 9" OUT FROM UPPER OVER 1X2 CURB & HOUSE SIDE OF TOP AND SIDE WIN. EQUAL) OVER WIN. FLANGE. CORNERS. WINDOW COMPANY WRAP (EX: DUPOINT FLANGES. INSTALL WIN. EXTEND 4" ABOVE OPNG. & 8" TO PRO VID FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW. SPECS. - _ FLAP FLAP 7 FLAP 5 B" 4 3 /// 4 4 3 % 4 4 3 % 4 STEP 5 STEP 6 STEP 7 LINTEL SCHEDULE L7 8"X8" PRECAST LINTEL GROUTED SOLID w 1 5 81 (2) 2 X8 WD. HEADER w/ 1/2 PLY. WD. FLITCH ATTACH WOOD FRAME WALL TO MASONRY w/ %-0 C7 EPDXY ANCHOR BOLTS, SPACED 0 24" O.C. (6" EMBED. SIMPSON SET EPDXY) THE CONSTRUCTION DETAIL SHEETS. SCALE 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ L2 (1) #5 REBAR IN PRECAST LINTEL AND KNOCK -OUT PLATE w/ (1) SIMPSON LSTA24 0 EA. END. SUPPORT BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION P2 DETAILS ON THE CONSTRUCTION DETAIL SHEETS, SIGN &SEAL 8"X 24"-48" DEEP MASONRY COMPOSITE BEAM H1 ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ L3 FLAP FLAP FLAP FLAP P4 TOP OF MASONRY 24" MINIMUM DEPTH) SIMPSON w/ (1) SIMPSONMPSON LSTA24 (WD HTT4 (MASONRY) OR (1) POWERBOX BEAM 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ P5 (1) #5 REBAR IN POWERBOX LINTEL AND KNOCK -OUT B4 BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION _0 (2) 2"X12" WD. HEADER w/ 1/2" PLY. WD. FLITCH mPLATE LS GROUTED SOLID W/ (2) #5 REBAR IN POWERBOX LINTEL w/ (2) SIMPSON LSTA24 0 EA. END. SUPPORT 65 SHEATHING °' SHEATHING v SHEATHING SHEATHING H2 ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ LJJ SCALE: N.T.S. HD58 (MASONRY BEARING) OR (1) SIMPSON LOUM410 BB (MASONRY BUCKET) OR (1) SIMPSON HGUS414 WOOD SIMPSON w/ (1) SIMPSON HTT4 (MASONRY) OR (2) 9" x 1 SIMPSON LSTA24 WD. BEAM ® BASE U.N.O. X STIRRUPS SPACED 0 8' O.C. (2) 1.75 X 11.25 LVL HEADER W/ (3) SIMPSON MSTA24 ® EA END. SUPPORT ENDS W/ (4) 2X4 WOOD LLJ 4" ¢ 7 JACK POST W/ (1) SIMPSON HTT5 0 BASE 1X2IF(2) CURB H4 1.75" X 16" LVL HEADER W/ (3) SIMPSON MSTA24 0 EA END. SUPPORT ENDS W/ (4) 2"X4" WOOD JACK 2 POST W/ (1) SIMPSON HTT5 O BASE STEP 1 STEP 2 STEP 3 STEP 4 "HOUSE WRAP VENDOR" TO "BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY" INSTALL CUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT. BEAD OF 6" JAMB FLASHING (EX: PAPER 0 45' ANGLE 9" UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK FORTIFIBER, MOISTOP, OR AND 9" OUT FROM UPPER OVER 1X2 CURB & HOUSE SIDE OF TOP AND SIDE WIN. EQUAL) OVER WIN. FLANGE. CORNERS. WINDOW COMPANY WRAP (EX: DUPOINT FLANGES. INSTALL WIN. EXTEND 4" ABOVE OPNG. & 8" TO PRO VID FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW. SPECS. - _ FLAP FLAP 7 FLAP 5 B" 4 3 /// 4 4 3 % 4 4 3 % 4 STEP 5 STEP 6 STEP 7 LLJ Z LINTEL SCHEDULE L7 8"X8" PRECAST LINTEL GROUTED SOLID w 1 5 81 REBAR. INSTALL AS PER CONSTRUCTION DETAIL ON ATTACH WOOD FRAME WALL TO MASONRY w/ %-0 C7 EPDXY ANCHOR BOLTS, SPACED 0 24" O.C. (6" EMBED. SIMPSON SET EPDXY) THE CONSTRUCTION DETAIL SHEETS. SCALE 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ L2 (1) #5 REBAR IN PRECAST LINTEL AND KNOCK -OUT 0(3) 82 BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION P2 DETAILS ON THE CONSTRUCTION DETAIL SHEETS, SIGN &SEAL 8"X 24"-48" DEEP MASONRY COMPOSITE BEAM B3 GROUTED SOLID W/ (2) #5 REBAR IN PRECAST LINTEL L3 AND ALL KNOCK -OUT COURSES ABOVE. #5 VERTICAL BARS 0 48" O.C. OVERALL DEPTH OF BEAM BASED ON P4 TOP OF MASONRY 24" MINIMUM DEPTH) L4 POWERBOX BEAM 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ P5 (1) #5 REBAR IN POWERBOX LINTEL AND KNOCK -OUT B4 BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION PB DETAILS ON THE CONSTRUCTION DETAIL SHEETS. POWERBOX BEAM 8"X 24"-48" DEEP MASONRY COMPOSITE BEAM LS GROUTED SOLID W/ (2) #5 REBAR IN POWERBOX LINTEL AND ALL KNOCK -OUT COURSES ABOVE. #5 VERTICAL 65 BARS ® 48" O.C. OVERALL DEPTH OF BEAM BASED ON TOP OF MASONRY (24" MINIMUM DEPTH) NOTE: ALL PRECAST/POWERBOX LINTELS SHALL LLJ Z PAD FOOTING SCHEDULE 24" x 24" x 12" DEEP REINFORCED F1 CONC. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. 30" x 30" x 12" DEEP REINFORCED F2 CONC. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. 36" x 36" x 12" DEEP REINFORCED CONC. FOUNDATION PAD F3 REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. 48" x 48" x 12" DEEP REINFORCED F4 CONC. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED @ 6" U.C. EACH WAY. 36" x 54" x 12" DEEP REINFORCED F J CONC, FOUNDATION PAD 0 REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. BEAM SCHEDULE JOB NUMBER: 2oI2 (2) 2x12 P.T. WOOD BEAM W/ (1) SIMPSON AC4/LCE4 81 (WD. POST) OR (1) SIMPSON HUS210-2 (WD. BUCKET) ATTACH WOOD FRAME WALL TO MASONRY w/ %-0 C7 EPDXY ANCHOR BOLTS, SPACED 0 24" O.C. (6" EMBED. SIMPSON SET EPDXY) OR (1) SIMPSON HUC210-2 (MASONRY BUCKET) OR (1) SCALE SIMPSON HD58 (MASONRY BEARING) 0 EA. END U.N.O. 2x12 P.T. WOOD BEAM W/ (1) SIMPSON AC6/LCE6 0(3) 82 (WD. POST) OR (1) SIMPSON :1U210-3 MAX (WOOD OR MASONRY BUCKET) OR SQPSON HD58 P2 (1) (MASONRY BEARING) O EA, END U.N.O. SIGN &SEAL (2) 1-3/4" X 11 Y4" LVL WD. BEAM w/ (1) SIMPSON B3 CC44 (WD. POST) OR (1) SIMPSON HGUS410 (WD. P3 P03 BUCKET) OR (1) SIMPSON MBHA3.56/11.25 (MASONRY BUCKET) OR (1) SIMPSON HOSE) (MASONRY BEARING) P4 EA. END U.N.O. (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ (2) 1-3/4" X 11 Y4" LVL WD. BEAM w/ (1) SIMPSON P5 HD513 (MASONRY BEARING) OR (1) SIMPSON LGUM410 B4 (MASONRY BUCKET) OR (1) SIMPSON SIMPSON HGUS41 PB (WOOD BUCKET) OR (3) SIMPSON LSTA24 (WOOD POST) 0 EA. END U.N.O. P7 (2) 1-3/4" X 16" LVL WD. BEAM w/ (1) SIMPSON HD5B (MASONRY BEARING) OR (1) SIMPSON LGUM410 65 (MASONRY BUCKET) OR (1) SIMPSON HGUS410 (WOOD BUCKET) OR (3) SIMPSON LSTA24 (WOOD POST) ® EA. END U.N.O. (2) 1-3/4" X 24" LVL WD. BEAM w/ (1) SIMPSON SCALE: N.T.S. HD58 (MASONRY BEARING) OR (1) SIMPSON LOUM410 BB (MASONRY BUCKET) OR (1) SIMPSON HGUS414 WOOD BUCKET) OR (4) SIMPSON HTS20 (WOOD POST) 0 EA. END U.N.O. PAD FOOTING SCHEDULE 24" x 24" x 12" DEEP REINFORCED F1 CONC. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. 30" x 30" x 12" DEEP REINFORCED F2 CONC. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. 36" x 36" x 12" DEEP REINFORCED CONC. FOUNDATION PAD F3 REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. 48" x 48" x 12" DEEP REINFORCED F4 CONC. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED @ 6" U.C. EACH WAY. 36" x 54" x 12" DEEP REINFORCED F J CONC, FOUNDATION PAD 0 REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. � LL � 0 o I n 0 NOTE: FOR ALL WOOD JACK POST AND SOLID CONVENTIONAL WOOD POSTS, THE SIZE OF THE POSTS SHOULD BE INCREASED TO FIT THE WALL (IE...A P2 WOOD JACK POST IN A 6" WALL WOULD CONSIST OF (3) 2"x 6" WOOD JACKS INSTEAD OF THE 2"x 4" WOOD JACKS REFERENCED IN THE NOTE) POST SCHEDULE JOB NUMBER: 2oI2 (1) 4"X4" (MINIMUM SIZE) SOLID P.T. WD. POST W/ (1) P7 SIMPSON CB44 (CONC.) OR (1) SIMPSON ABU44 ATTACH WOOD FRAME WALL TO MASONRY w/ %-0 C7 EPDXY ANCHOR BOLTS, SPACED 0 24" O.C. (6" EMBED. SIMPSON SET EPDXY) (CONC.) OR (1) SIMPSON HD5B (CONCRETE) OR (1) SCALE SIMPSON CC#4 (INVERTED ON WOOD BEAM - COORDINATE KNEE WALL NOTE (3) 2"X4" (MINIMUM SIZE) WD. JACK POST w/ (2) P2 SIMPSON LSTA24 (WD. BEAM) OR (1) SIMPSON H'rr4 SIGN &SEAL (MASONRY/ CONCRETE) 0 BASE. U.N.O. BLOCK WOOD FRAMED WALL SOLID W/ 2" X 8" BLOCKING IN BETWEEN STUDS TO RECIEVE THRU-BOLTS. BEARING SOLID. P3 P03 (4) 2 -X4- SIZE) WOOD JACK POST w/ (1) -X "HTMI IMU BASE. P4 3 1/2" X 5 1/4" PARALLAM POST W/ (1) SIMPSON (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ HTT5 0 BASE. P5 3 1/2" X 7" PARALLAM POST W/ (1) SIMPSON HTT5 (_1�4VAPOR BARRIER AT BASE PB 3 1/2" X 7" PARALLAM POST W/ (2) SIMPSON HTT5 0 BASE P7 5 1/4" X 5 1/4" PARALLAM POST w/ (2) SIMPSON HTT5 AT BASE. P8 5 1 BASE. 7" PARALLAM POST w/ (2) SIMPSON HTT5 � LL � 0 o I n 0 NOTE: FOR ALL WOOD JACK POST AND SOLID CONVENTIONAL WOOD POSTS, THE SIZE OF THE POSTS SHOULD BE INCREASED TO FIT THE WALL (IE...A P2 WOOD JACK POST IN A 6" WALL WOULD CONSIST OF (3) 2"x 6" WOOD JACKS INSTEAD OF THE 2"x 4" WOOD JACKS REFERENCED IN THE NOTE) (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ JOB NUMBER: 2oI2 DATE NOVEMBER 13, 2013 DRAWN BY: STRUCTURAL NOTE ATTACH WOOD FRAME WALL TO MASONRY w/ %-0 C7 EPDXY ANCHOR BOLTS, SPACED 0 24" O.C. (6" EMBED. SIMPSON SET EPDXY) S5 SCALE LEDGER SCEDULE TO WOOD "BY WINDOW COMPANY" "BY WINDOW COMPANY" (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ BE SUPPORTED DURING CONCRETE CURE. SHEET NUMBER WL1 O96'0 A325 THRU-BOLTS SPACED 0 24" O.C. (TWO W 1 ROWS STAGGER PATTERN)INTO FRAMED WALL. BLOCK WOOD FRAMED WALL SOLID W/ 2" X 12" BLOCKING IN BETWEEN STUDS TO RECIEVE THRU-BOLTS. INSTALL 6" HEAD FLASHING ALLOW BLDG. PAPER FLAP S5 CONCRETE BEAM SCHEDULE SIMPSON H10 (WOOD) OR HUC26 (BUCKET) OR META20 (CMU) ® EACH BEARING END.. (2) 2" X 8" PRESSURE TREATED WOOD LEGDER W/ KNEE WALL NOTE O rO A325 THRU-BOLTS SPACED O 24" O.C. (TWO ROWS STAGGER PATTERN)INTO FRAMED WALL. BLOCK SIGN &SEAL 2" X 4" FRAMED KNEEWALL W/ (1) SIMPSON MTS12 STRAPPING AT EACH STUD. Le WOOD FRAMED WALL SOLID W/ 2" X 8" BLOCKING IN BETWEEN STUDS TO RECIEVE THRU-BOLTS. ANGLE CUT IN BLDG. PAPER. OVERLAP ANGLE CUT BY MIN. 8"x 16" CONCRETE BEAM W/ (2) #5 REBAR (TOP & cel BOTTOM) W/ STIRRUPS SPACED O 8" O.C. 2"x 10" P.T. WOOD JOISTS SPACED 0 24" O.C. W/ J2 SIMPSON H14 OR HUSC28 (2) 2" X 8" PRESSURE TREATED WOOD LEGDER W/ LEDGER SCEDULE TO CMU JOIST / RAFTER N 0 TE S (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ (WOOD) (BUCKET) ORO HETA20 (CMU) 0 EACH BEARING END.. wL2 "BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY" APPLY BE SUPPORTED DURING CONCRETE CURE. J1 2"x 8" P.T. WOOD JOISTS SPACED ® 24' G.C. W/ WL1 96 0 EPDXY ANCHOR BOLTS SPACED 0 24 O.C. (TWO ROWS STAGGER PATTERN) INTO MASONRY/CONCRETE INSTALL 6" HEAD FLASHING ALLOW BLDG. PAPER FLAP JAMB FLASHING OR WEATHER 45' CONCRETE BEAM SCHEDULE SIMPSON H10 (WOOD) OR HUC26 (BUCKET) OR META20 (CMU) ® EACH BEARING END.. WALL. (6' EMBEDMENT IN CONCRETE W/ SIMPSON SET EPDXY). OVER WIN. FLANGE, EXTEND TO DRAPE OVER THE HEAD RESISTANT TAPE OVER 8" BEYOND OPNG. FLASHING, ANGLE CUT IN BLDG. PAPER. OVERLAP ANGLE CUT BY MIN. 8"x 16" CONCRETE BEAM W/ (2) #5 REBAR (TOP & cel BOTTOM) W/ STIRRUPS SPACED O 8" O.C. 2"x 10" P.T. WOOD JOISTS SPACED 0 24" O.C. W/ J2 SIMPSON H14 OR HUSC28 (2) 2" X 8" PRESSURE TREATED WOOD LEGDER W/ #3 (WOOD) (BUCKET) ORO HETA20 (CMU) 0 EACH BEARING END.. wL2 )i'O EPDXY ANCHOR BOLTS SPACED 0 24" O.C. (TWO ROWS STAGGER PATTERN) INTO MASONRY/CONCRETE (_1�4VAPOR BARRIER AT OF 2". WINDOWS 8"x 24" CONCRETE BEAM W/ (2) #5 REBAR (TOP, CB2 MIDDLE & BOTTOM) W/ #3 STIRRUPS SPACED 0 8" O.0 J3 2"x 12" P.T. WOOD JOISTS SPACED 0 24" O.C. W/ O SIMPSON H14 (WOOD) OR HUSC28 (BUCKET) OR EPDXY).6" EMBEDMENT IN CONCRETE W/ SIMPSON SET HETA20 (CMU) ® EACH BEARING END.. SCALE: N.T.S. 8"x 24" CONCRETE BEAM W/ (4) #5 REBAR (2 ROWS) .�3 'i��j�) FEB,[ CB3 (TOP & BOTTOM) W/ (2) #5 REBAR (MIDDLE) W/ #3 1 STIRRUPS SPACED 0 8' O.C. 7 2x BLOCKING W/ 2 LAYERS OF FIRE RATED PLYWOOD e EITHER SIDE FIRE STOP BLOCKING ( SCALE: 1/2' = 1'-B' FRAMING PLAN SCALE: I/4' :1'-0' SG # 2013283 l oject; Hidden take DLIPIex Ti asses: Reliainary Truss LD. Bearilig Uplift Stap Mand. Strap Nwrber at Pao ity Fastening G04 L 2847 SIMPSON PA23 1 3685 '18-16d R 2847 SIMPSON PA23 1 3685 '18-16d .,,.... ................ .... AL,L. OTHER TRUSSES .......... ......... ... ...... ........ .. ................ ........ ........ .. ........ .. ...:....:. ........ ... .. ................ MASONRY BEARING SIMPSON META20 1 '1450 7-"i0dx 1 1/2" V%O DFRAMED SIMPSON HI OA 1 1 140 '18-1 Oct x 1 1/2" BUCKET CONNEaFIONS; SIMPSON HUS26 1 '1550 20-16d MOUNT STRAPS VERTC,I POURED RAKE TENANT SEPARATION OEM= WALL HEIGHT5 VERIFY ALL 13EARING WALL HEIGHT5 WITH FINAL TRU55 LAYOUTS Lr--2r-,ER SCr=PULr= (TO CMU) (2) 2" X 12" PRE59JRE TREATED WOOD LEGDER N %" IP EPDXY ANCHOR BOLTS GPAGED @ 24" O.G. (TWO wLl ROW5 5TAG6ER PATTERN)INTO MA50NRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE W/ 51MP50N SET EPDXY). (2) 2" X 8" PRE55URE TREATED WOOD LEGDER IW '4 EPDXY ANCHOR BOLTS 5PAGED @ 24" O.G. (TWO wL2 ROW5 STAGGER PATTERN)INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE IN/ SIMPSON SET EPDXY). TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATIONS GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RE5IDENTIAL 5ECTION R501(2010 EDITION) PLANS AND SPEC IFIGATION5 COMPLY WITH THE FLORIDA BUILDING CODE, SEGTION 16oq FOR 15q MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTH5 AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING GODS 15 CHANGED. THIS DRAWING 15 516NEO AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELECTRIGAL, OR MEGHANIGAL DETAIL5, IF 5HOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RE5PON515ILITY TO REVIEW ALL 1;)RAWING5 BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BE'rWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWING5, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED 1;,RAWING5 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMEN51ON5 PRIOR TO START OF ANY GON5TRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUGTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUGTURAL GOMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, Tampa, FL 33607 Phone (813)877-3421 S.E. #B Fax (813)875-9320 www.Sti,uctures—Group.com COMP FILE - ISSUED 9.3.13 REVISED 2.11,14 ISSUED 02-12-2014 z. 0„t 3 , 73 ag y O 3 Sv Ct COMP FILE - ISSUED 9.3.13 REVISED 2.11,14 ISSUED 02-12-2014 LOWER ROOF/UPPER FLOOR • FRAMING PLAN • S ET NUMBER RS1 F ' EB 2014 73 Ct N p LOWER ROOF/UPPER FLOOR • FRAMING PLAN • S ET NUMBER RS1 F ' EB 2014 UPPER ROOF FRAMING PLAN SCALE: 1/4' : I'-0' SG # 2Q13283 Project: Hidden Luke Duplex Trusses: Taiss I.D. Bearing Uplift Stip MsaIlLlf, Strap NwTber Crap€f,ity Fastening uj i y Y�2 ; F G04 L 2847 SIMPSON PA23 1 3685 - -18-16d R 2847 SIMPSON RA� 3685 18-16d AL..L. OTHER TRUSS tib 4` iF — ---I MASONRY BEARING SIMPSON MET -A20 1 1450 7-,10dx 1 1/2" �AOQD FRAME :SIMPSON H10A 1 1,140 18-10d x 1 1/2" BUCKET CONNFCT04S SIMPSON HLJS26 1 1550 20-16d T1 11 I MOUNT STRAPS /ERTICA,L. T4 T4 T1 11 G4 G4 G3 G3 G2 G2 G1 G1 UPPER ROOF FRAMING PLAN SCALE: 1/4' : I'-0' SG # 2Q13283 Project: Hidden Luke Duplex Trusses: Taiss I.D. Bearing Uplift Stip MsaIlLlf, Strap NwTber Crap€f,ity Fastening uj i y Y�2 ; F G04 L 2847 SIMPSON PA23 1 3685 - -18-16d R 2847 SIMPSON RA� 3685 18-16d AL..L. OTHER TRUSS tib 4` iF — ---I MASONRY BEARING SIMPSON MET -A20 1 1450 7-,10dx 1 1/2" �AOQD FRAME :SIMPSON H10A 1 1,140 18-10d x 1 1/2" BUCKET CONNFCT04S SIMPSON HLJS26 1 1550 20-16d I MOUNT STRAPS /ERTICA,L. WALL HE16HT5 VERIFY ALL REARING WALL. HE16HT5 WITH FINAL. TRU55 LAYOUT5 L.E!DG1=R SGI=DUL.E (TO CMU) (2) 2" X 12" PRE55URE TREATED WOOD LEGDER YV %" � EPDXY ANCHOR BOLTS @ 24" O.G. (TWO �L ROW5 5TA(56ER PATTERN)INTO MASONRY/CONCRETE WALL. (6" EMBEDMENT IN CONCRETE W/ SIMPSON SET EPDXY). (2) 2" X S" PRESSURE TREATED WOOD LEGDER NV %" � EPDXY ANCHOR BOLTS SPACED @ 24" O.G. (TWO lUL2 ROW5 5TACGER PATTERN)INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN CONCRETE W/ SIMP50N SET EPDXY). TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 5PEGIFIGATION5 GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GODS - RESIDENTIAL SECTION R301(2010 EDITION) PLANS AND SPEGIFIGATION5 GOMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1601 FOR 131 MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 GHANGED. TH15 DRAWING 15 SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RESPON5151LITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF 'THIS PROJECT ONLY. ANY D15GREPANGY BETWEEN FIELD GONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSION5. THE 5TRUGTURE5 GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE 5TRUGTURE5 GROUP IS NOT RESPONSIBLE FOR EXISTING STRUGTURAL GOMPONENTS. The Structures Dr. Nick M. Bradford, P.E FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, Tampa, FL 33607 Phone (813)877-3421 I!/A Fax (813)875-9320 www.Structures—Group.com COMP FILE ISSUED 83.13 REVISED 2.11.14 ISSUED 02-12-2014 22: • • Q� uj i y Y�2 ; F k tib 4` iF •oil COMP FILE ISSUED 83.13 REVISED 2.11.14 ISSUED 02-12-2014 22: • UPPER R00F FRAMI% PIAN • EET NUMBER �RS2 s OF • .B 13 2014 Q� uj ® 1�1 � I � N • O J e • UPPER R00F FRAMI% PIAN • EET NUMBER �RS2 s OF • .B 13 2014