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HomeMy WebLinkAbout1440, 1440 Petersen PlCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 7 Application No:� D-ocumented Construction Value: $�-��----- Job Address: Historic District: Yes ❑ No 2 Parcel ID: (t-2-0 "' £7- 7 I C CO-- QC2150 Zoning-. Description of Work: Plan Review Contact Person: �1yi ��Vr`�to� ct Title:�(?�f/� i� W - `nH Phone: �U �w. iCl ' (L ( f Fax:�xt � (l' b� E ail: la'kon0L(ADDCAV � \l��1`t-on tau Property Owner Information Name )L e. � 1oo-OyA �{ia(�� �^ Phone: L(Cj-f-� :c' Street:CA A� 000 Resident of property'! City, State Zip: Contractor Information Nance Phone: Liu W Street: � �� 'r ��'J '�� I,� ao Fax: i hJ __. Qi�`� %7 y City, State Zip: GO 00, MA V - "r i 6 � Q State License No.: Architect/Engineer Information Marne: ��'l� C��r,�� g Phone: Street: ��-l�l U\ • cn' A&i� C� ' �.[ Fax: H C) I City, St, Zip:�� f 1,�`l � � 1�� , � � �� (!�'J�: E-mail: Bonding Company: Address: 2 'i` 70 Building Permit ❑ Mortgage Lender: m /A. Address: PERMIT INFORMATION Square Footage: ICIP O Construction Type: No. of Stories: No. of Dwelling Units: �i Flood Zone: W Electrical ❑ New Service - No. of AMPS: 060 Mechanical ❑ (Duct layout required for rtew systems) tk,; ^ �3�100- 5 3o asp" r -991b Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: =0 x -a. '� CA ACITY OF SANFORD �-N BUILDING & FIRE PREVENTION PERMIT APPLICATION 7j",9; 34` Application No: _ 1 l"�'C�y Documented Construction Value: $ Job Address: 7-GVl P� Historic District: Yes ❑ No ❑ Parcel ID: Zoning: Description of Work: `�J `[ A `i V Plan Review Contact Person: " 00YAOCA' Title: P ,) '1y(7 '�n if Phone: �� �� �� -' C ( ��+ Fax: � �r 7`'7` (�� E-mail: lcb'vi )�111ry)(A� (AC��i Property Owner Information Name i )4d1 ; � �o-, 'Phone: L[CC - Street: �F7" � � ��w:t-��—{�. : �;r�i' � Resident of property? : 00 City, State Zip: 04A 1 4'' 2I'M 7 -7; -D -1S =) Contractor Information Nance 7�. * '��f 1 'l ��k,� 0 � t � �����A- Phone. Street: t �7�` a� �~ r ����L((?(2Q :Fax: �� c City, State Zip: , mic) r �Fl r Sr9z) State License No.: ArchitectlEngineer Information t � Name: � 7 1�f.�.. �c'm `fya 10C) Phone: 40-1- -� t�-�J O ri (� Street: �,�� 2 Fax: _ w " City, St, Zip: �f 1��1'C'�r� E-mail: Bonding Company: Mortgage Lender: /A - Address: /,�,I,'v (Q IX -f l", 70;Address: PERMIT INFORMATION Building Permit n Square Footage: Construction Type: ltd. No. of Stories: z No. of Dwelling Units: lD, Flood 'Zone: Electrical ❑ Plumbing ❑ New Service — No. of AMPS: 0 00 New Construction - No. of Fixtures: L I Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: /�-2q7 Iq 6,0 ;q 7(4 ) The Reserve at Hidden Lakd ABBREVIATIONS: AOJ. A/G AOJU51-ABLE AIR CONDITIONING ON. DWR DI5HWA51-IER DRAWER HR, FIYD, HOUR H'(DRANT REF. REFERENGE ALT, ALTERNATE DWG, DRAWING IN. INCH REINF. R.A. REINFORCE (D) (INC) RETURN AIR A.B. ABV. ANCHOR BOLI ABOVE DIV. DIVISION INCL. INCLUDE (ED) (INC) R95 ROD AND SHEI-F A.F.F. ABOVE FIN15HED FLOOR ON. D5. DOWNINSUL. DOWNSPOUT INT, INSULATE INTERIOR RM. R.O. ROOM ROUGH OPENING ARGH. AUTO. ARCHITECTURAL AUTOMATIC ELEG. EA. ELEGIRIGAL EAG[l KIT. KrrCFIFN SGH. SCHEDULE A541. ASPHALT ECS. EQUAL LAM. LAV, LAMINATE LAVATORY 5111'. SIM. 5HEET 51MILAR BM, BRG. BEAM BEARING EQUIP. EXH. EGUIPMENT EXIIAU5T LAUN. LVR. LAUNDRY LOUVER 5.6. 50LID GORE BET. B.L. BETWEEN BUILDING LINE EXIST. EXISTINC) LTG. LIGHTING 56L. SPK,. 51NGLE SPEGIFIGATION BLKr, BLOCK EXT, FIN. EXTERIOR FINISH LT. M.B. LIGHT MAG111NE BOLT 50. STD. SQUARE STANDARD BLK6. BD. BLOCKING BOARD FLR FLOOR MFR. MANUFACTURE (R) 51 L. S 1EEL DO 1'. BOTTOM F.D. F.B. FLOOR DRAIN FLOOR BREAK HAS. M.O. MASONRY MA50NRY OPENING 5FOR. 5TRUGr. STORAGE 51RUGTURAL BLDG. BUILDING FLUOR. FLUORESCENT MAIL. MATERIAL 51X. 51MILAR GAB. GPT. CABINET CARPET FT. FTG, FOOT FOOTING MAX. MEGH, MAXIMUM MEGIIANIG (AL) SYS. 511 To. SYSTEM 51IEATHIN6 GLC. GLC, HT. CEILING CEILING IIEIGHT FND, FURR. FOUNDATION FURRED (INC) MED. MEMB. MEDIUM MEMBRANE rEl. TELEPHONE GEM. GTR. GEMENT CENTER FUT. FUTURE MTL. ME rAL T.V. TEMP. TELEV15ION TEMPERED G.T. GLR. CERAMIC TILE CLEAR (ANCE) FR. F.A.U. FRENCH FORGED AIR UNIT -UO MIR. MI56. MIRROR M156EI_LANEOU5 THRE5. T4 THRESHOLD TONGUE AND GROOVE CLO. CLOSET F.D.5. F.G. FACE OF 5] FIXED 6LA55 MIN. MLD. MINIMUM MOLDING T4P LINE TEMP � PRF55URE LINE CUL. GONG. COLUMN CONCRETE (CAST -IN-PLACE) F'S. F.J. FREE 5TANOING FLOOR JOIST N. f.5. NOT TO 5GALE T.0.5. r.OP, TOP OF SLAB TOP OF PLATE COMB. COMBUSTION G.A. GAUGE OFF. O.G. OFFICE ON GENTER TYR T.BM. TYPICAL TOP OF BEAM CMU CONST. CONCRETE MASONRY UNIT GON5TRUG­ION 6ALV. GALVANIZED O.H.G. OVER NEAR CABINET TPL. TOP PLATE CONT. CONTINUOUS OR CONTINUE G.G. 6L. GENERAL CONrRAGTOR 6LA55, GLAZING O.H.D. DPG. OVER HEAD DOOR OPENING U.O.N. UNLE55 OTHERWI5E NOTED C.J. CORR. CONTROL JOINT CORRIDOR GSL. BLK.. GL A55 BLOCK OPT. OPTION OPTIONAL VEST. V.G.T. VESTIBULE VIN'(L COMPO51TI0N TILL= G.W. GOLD WATER GYP. BD, GYP. 6'(P5UM BOARD GYPSUM 0135. PNI_ OBSCURE V.I.F. VERIFY IN FIELD GER, GERAMIG G.I. GALVANIZED IRON P.BD. PANEL PARTICLE BOARD V.T.R. W.G. VENT THROUGH ROOF WATER GL05ET GIR, GLK6 GIRGLE GAULKING GWB. HDW. GYPSUM BOARD HARDWARE PL. PLATE WP. WATER PROOFING G.J. GEILING J0151 HDR. HEADER PLMB. PLWD. PLUMBING PLYWOOD w/ WIN. HIIH WINUOYI OF F. DIAD. DETAIL DIA60NAL H,V.A.G. NEATIN6NENTIN6/ PVC. POLYVINYL CHLORIDE w/o WITHOUT DIA. DIAMETER HT. (NGT.) AIR CONDITIONIN6P.5.F. HE161IT POUNDS PER 5OUARE FOOT NO. WOOD DIF. DIFFUSER H.G. HOLLOW GORE P.5.1. P.L. POUND5 PER SQUARE INGII PROPERTY LINE WTD W.I. WASHER AND DRYER WROUGHT IRON DIM. D15P. DIMENSION DISPENSER I•I.M. HORIZ. HOLLOW METAL HORIZONTAL PR. RAI), PAIR RADIUS W.H. WATER HEATER DR. DOOR H.B. HOSE BIBB REGP. RECEPTACLE W.R.G.B. WATER RE515IANT GYPSUM BOARD ' 11177 W 2-PLEX' LOT 5 / 6 ELEVATION - "MEDITERRANEAN" NDE --X F 0RA I NC35; AF'C,kIITL_GTUF AL 5HEET5 c s r,(_-)VEF, SHEET AI.0 F(:)UNI>ATIC-)N F`L AN FC)IJNL)ATI0N SFT A2.(.) MAIN FL -00F ,. F -'LAN FL 00 FOL -AN No - >.I I_Jrff � i r -L �� ' r�LAN La(�:>C- FI P5LaAN N _ A5. 0 F PC)N I �-'.Ir-7HT _FL�=\/ATI0N AF),I 5_'E � F-- L_ FT _ ELEVATIONS - /�:�.2 F LAN A4.0 LIJILQING� 5�(�IONS A�.0 MAIN EL-E(::TF='ICAL I -LEAN A1 -5.I IJ1�1�E '. Lc��Ca1= L (T .Ir� AL FLAN C: (_,A�I NE -E T LA -r'CI-JT5 STR)6 )F.AL SHEr-T5 51 =)TrUG,TUAL_r�F_TIILS s o � • S2 :)LTAIL,75 (I 5TOF?,1') 5 5TF?Ur_:,T OF AL nE TAIL 5 (I 5T0F,,'r) 5� STfi�IJC,TUF*'.AL 0-TAIL5 (I � 27 5TOF- 5�5 WATFF� I NT F?.U1.5N I� TAI .'r, LS TF,lJ55 LAYOUT F,5 10 OOF rF';AMINC, F7 TFZ52 UI'I-EF; f 00 FF--AMINC7 FLAN L5 I. IT 15 THE RE5PON515ILL1\( OF TIDE DR NORTON (DPH) CONTACTORS TO REVIEW 1HE5E PLANS AND CONTACT DRI -I HII-1-1 ANY CONFLICTS PRIOR TO THE BEGINNING AN'( WORK. 2.00 NOT 5GALE THESE DRAWING -5, CONTACT PRH CONSTRUCTION MANAGER WITH ANY 60NFLIG1.5 IN THE PLANS PRIOR TO BEGINNINGS AN'( NOW, 3. IT 15 THE INTENT THAT TI•IE5E DRAWIN65 BE IN CONFORMANCE WIT[ -1 THE 2010 FLORIDA RESIDENTIAL CODE 8301, 2005 N_FC AND ALL APPLICABLE LOCAL, GOUNT'(, STATE AND FEDERAL COPES, ORPIiNANCE5, LAW5, RE6UL ATION5 AND RE5TRICTIVE 6OVENANT5 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 I%` BLOCK WAIL. (OR EDGE OF FLOOR 5LAB) TO FACE of WALL STUD U.N.O. 1. ALL INTERIOR WALLS ARE V2 11U.N,O. b. AIR CONDENSER GONG. 5LAB TO BE 4" THICK MINIMUM. WHEN PAD 15 NEXT TO LANAI, IT SHOULD BE SAME LEVEL AS LANAI. q. ALL WALL CHASES TO BE GAPPED WITH 05B BOARD AT WALL FII=I6HT. 10. FIRE BLOGKING 51-IALL BE INSTALLED IN FLOOR TRUSS 05 EVER'(10'-0" 11. SEE STRUCTURAL SHEET 5-5 FOR WATER INTRIJION APPL.ICATION5, 12. WATER 5EIUT-OFF LOCATED IN51DE GARAGE Ib" ABV 5LAB OPPOSITE H05E BIB LOCATION ON TFIE EXTERIOR GARAGE WAIL, 13. DRYER VENTED TO EXTERIOR THROUGH ROOF OR THROUGEI WALL_. 14, WALL SEPARATION BETWEEN GARAGE AND RESIDENCE AND ATTIC, SPACE TO BE 0" GYI>>UM BOARD APPLIED TO GARAGE WALL AND GEILING AREA CALCULATIONS PER UNIT UPPER FLOOR LIVING AREA 9615.H. MAIN FLOOR LIVING AREA 101 5.F. TOTAL LIVING AREA 1665 5.F. p0RC:H 20 S.F. GOVERED PATIO 29 S.F. GiAfRAJE 213 5.F. TOTAL UNDER ROOF 1996 S.F. PERMIT ff L-157 dr GARAGE DOORS - (GLDFA'(): A12065 - (MI_ WINDOWS AND DOORS): GA5EMENT SERIES 5500 NON-IMPAGT R -acv 550D NON -IMPACT F.G. SERIES 3500 NON -IMPACT iiia u_ �J✓yV - lhll YVINL/UMt" o ANJ !J MI SLIDING GLASS iDOORS NON-IMFAGT MI 5LTI lNo GLAS5 DODRS NON -IMPACT 5KNG DOORS - (MASONITE INTERNATIONA ) MASONITE FIBERGLA55 EXT DOOR 50r -FIT - (AL SIDE )• ALL SHUTTERS - ATF:IUM 20 GA GALVANIZED SHUTTERS :24 GA GALVANIZED SHUTTERS FABRIC SHUTTERS " i.vvi iivv - rua1_r- IrrJVl-IIVC� h'KV�U�� ATLANTIG SHUTTE° :SYSTEMS, LOUVERED BAHAMA HURRICANE SHUTTERS SHINGLE - GFRTAINTEED GORE',: ASPHALT ROOFING SHINGLES STANDING SEAM MI✓TAL ROOF HOMPSON ARCHITECTURAL METALS SHEET INDEX - 2 570RY PLAN DATA Ile • + DWN BY: R.R. CHECKED BY: D.D. SHEET NUMBER c S s O • ROOF VENTS - LOMANGO: s o � • 34, FL152i<� TILERIDGE (TRV -4) FL 144-71.1 STRUCTURAL CONNEGTORS - SIMPSON: In N FL 15550 ALL FL -2555, FL10441, FL10444, FL10446, FL_I6)025 FL 10447, FLI0456, FL10531, FL10655, FLIO&&-7, FL1034 «' FL 1154 , FL.10�5_, FLIO�S�, FLIO?J56, FLIO�oO, FLIO�oI, FL10364, FL10865, FLIOrSe�56>, FLII166, FL1116q, FL1146,5, FL11470, FL114"15, o cel c F,5): FL16054 FLI147,5, FLI14g6, FLI562,5, FLI5g04, FL12705, FL11473, FL14101, FL16155 FLg58g, FLI�g75 FLSo12 MOWERS STEEL ING - FO%NERS LINTELS: ALL FL115,55, FL5450, FL511g 1'n AVi HYDROSTATIG VENTS: FL15272.2 RTVENT SMAFL 722 1 FLOODVENT OVERHEAD DOOR FL522.4 `+ 0 F1_15076.1 FL 15076.2 CAST-GRETE CORPORATION -� FLI5O88 HI GH STRENGTH GONGRETE LINTELS FL 15,5.1 > c bey c�a °V6 o�u FL -14-15 LOTT'S GONGRET_ PRODUCTS HIGH STRENGTH GONCRETE LINTELS FL12045 FL5450•I QUALITY PRECAST GO. HIGH 5TRENGTH GONG -FETE LINTELS FI 1774 F! '444 .JAMES HARDI_ BUILDING FRODUGTS HARDIEPLANK LAP SIDING, HARDISHINGLE FL_131g2 N FL521,3 E., F a 6 S� SHEET INDEX - 2 570RY PLAN DATA Ile • + DWN BY: R.R. CHECKED BY: D.D. SHEET NUMBER c S s O • s o � • In N my Cd a w AVi ao CD c bey c�a °V6 o�u QJ atl 2 Q m�.vr�i�v .4 caw E., F a SHEET INDEX - 2 570RY PLAN DATA Ile • + DWN BY: R.R. CHECKED BY: D.D. SHEET NUMBER c S s O • Cd C SHEET INDEX - 2 570RY PLAN DATA Ile • + DWN BY: R.R. CHECKED BY: D.D. SHEET NUMBER c S s O • aHj A/C GONDEN5ER PAD VERIFY SIZE 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD GCNNECTION WITH MANUF, u w u IL � [sI L "* 9H 4— GONC. PATIO CONC. PATIO INDICATES I - 5 VERT. REBAR IN NA50NRY CELL FILLED `;OLID W/ CONCRETE, VERT, REINF. SHALL BE HOOKED INTO BEAM APOVE 4 FTG. BELOW PROVIDE 25' MIN, LAP VERE SPLICED AND WIRE TCGETHEP -}- HB 4F) 77 a ==r SCALE: 1/4'- I'-0' L Ems-- DENOTL-S RECESS IN 6l --A13 21'-0' DENOTES 0% 15 ART. REBAR, FILL SOLID PCOM RC TO TIL SLAM ® DENOTES ONE 15 VT. REBAR SILL SOLID '@ COLUMN ME. _. -2' ct I' I' 21-61 2'-8' Y -V 2'-a'I'-I' CFJ CF3 (CF3 �F5vi — — -- — -F -------- _ - --_ I ■ ■ - � INUICATESrOPENING 1 - - _ _- --- ■ ■ I IN WALL A50VE - - � I TYP. ■ w L---- - -- - - ■ 1-1/2° D RECE55 FOR T 1 7 - - -----J -� 1.1/2-' D RECESS FOR ■ SLIDING GLA55 DOOR CF5 I CF5\ SLIDING 6LA55 DOOR 0 ■ � I I I INDICATE5 OPENIN(, I IN WALL ABOVE - 9 — TYP.I- - I _I TO PLUND WALL FACE TO PLUNK WALL FACE I _9 � I I I '_ I I I I ■ Ll El -II ■ I P I I i =r I Av I LA./ I I I ■ - I C9- I I I I I I I I r -------I I I u, I I y�'�I I I I w I ,-- — — — — -I I I - _ u;N I I I I W/c i I i W/( I I F- -�-- — — — — — I _ U I-- L--- ( 6' 0 6 5' I I 2'' ' I I I—�- I 6' S" 6101 � —I �'?'— _ 6' 4' � -■ I DOLLARq I I I I I I I I I 1 1 I ■- BOLLARD - a CF2 1 4L1 ISI IAI I I 1 �-1 I I 1 I I L-1 I �1 L_-1Ll-I I Lu � ® I 46 42 42 46 I� I ■ - I x' ELEVATION AT 0'-0" (A55UMED) CD w - �' 4 THICK, 2500 P.5.1. CONCRETE 1 4" _ I 5LAB ON GRADE W/ 6x6 P WELDED WIRE MESIO -4 OR FIBER ME5H OVER o MIL VAPOR ■ I I I BARRIER CN CLEAN, (WELL- I I I ■- COMPACTED, GRANULAR FILL. 1 1 -112'D RECE55 CF5 FOR DOOR C 1 1 (CF5 \. I I/2" D RECE55 1 1 1 FOR DOOR I 5•2' I - 3/4'D RECE55 FOR GARAGE DOOR — — — — — — — ■ ■ — I■ ■ ■ ■� �■ 5/4'q RECE55 FOR GARAGF DOOR - ® L — F� ��� ■ ■ rr \- 5 5'-0' 8' 2'-4' 21•4' a' 13'-0' 42'-0' INDICATES I - 5 VERT. REBAR IN NA50NRY CELL FILLED `;OLID W/ CONCRETE, VERT, REINF. SHALL BE HOOKED INTO BEAM APOVE 4 FTG. BELOW PROVIDE 25' MIN, LAP VERE SPLICED AND WIRE TCGETHEP -}- HB 4F) 77 a ==r SCALE: 1/4'- I'-0' L Ems-- DENOTL-S RECESS IN 6l --A13 DENOTES STEP DOWN AND MEAWREMENT IN 5LAD DENOTES 0% 15 ART. REBAR, FILL SOLID PCOM RC TO TIL SLAM ® DENOTES ONE 15 VT. REBAR SILL SOLID '@ COLUMN ME. I I0N0- L 17 H I (-': r r--)C)TI N6, 5c',HE�;-. I6"w x 10"6 \10NOL_ITNIc, P0JNi)ATI0N Cw/ (.2) #5 R�UA� � oNTINIJOJS. EXT�F? )R cF1 i OJNDATION POJF�-D SOLIP w/ GONG, 5LAE3 ON (5RA)E. SES (.;ON�)TRUOTION OETAIL.5 'OR AO[)ITIONAL_ INTO, 16%u x 121'd CONC. MONOLITHIC FOUNDATION lu/ (2) 15 REBAR:ONTINUOUS. INTf�RIOR _ FOUNDATION POURED SOLID w/ CON(, SLAC ON GRADE. SEE CONSTRUCTION DETAILS FOF' ADDITIONAL INFO. 12"lu x Pj"d GONG. MONOLITI-11C FOUNDATION w/ Cu 15 RECAP.. CONTINLIOUS, EXTERIOR FOUNDATION SOLID Lu/ GONG. SLAC oN GRADE. c>'EE CONSTRUCTION 1)ETAIL5 FOR ADDITIONAL INFO. 24"w x 12"d CONC. MONOLITHIC FOLINDATION W/ l3) 05 REDAF? GON"I"INUOUa wrERIOR c�) FOUNDATION r�OURED SOLID I.u/ CON(.. SLAC ON GRADE, SEE CONSTRUCTION DETAIL 5 FOS ADDITIONAL INFO. 20"u) x 20"d CONC. MONOLITHIC FOUNDATION w/ (3)15 RECAR CONTINUOUS. EXTERIOR FOUNDATION POURE3 SOLID LU/ CONC. SLAB ON r RADE. 5'F --'E CONSTRUCTION DcTAILS FOR ADDITIONAL INFO. TO THE BEST OF THE ENGINEER'S KNOWLEDGF, THE PLr\NFj AND SPEGIFIGA"MONS COMPLY WITH THE MINIMUM REOUIR.EMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL SECTION 8301(2010 EDITION) PLANS AND SPE-GIFICATIONS GOMPL'f WITH THE FLORIDA BUILDING GORE, 5EGTION 160q FOR I5`a MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 510-NED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING GORE 15 GHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE STRIJGTURAL PORTIONS OP THE ORA%lING ONLY. ARCHITECTURAL, E-LEGTRIGAL, OR ME,H/-\NIDAL DETAILS, IF 5HOAN, ARE FOR VI51JAL REFERENCE ONL'I' AND ARE NOT GOVE-RED UNDER THIS SEAL. NOTE: IT 15 THE CONTRA( "-TORS RE5PON51DILITY "70 REQ/IEW ALL DRAWINGS BEFORE GONSTRIJCTION BEGINS. THE ENGINEER OF RECORD 15 FEFPONSIBI-F FOR THE STRUGTIJRAL INTEGRITY OF THIS PRO.JEC, f" ONLY. ANY DISGF2EPANGY SETNEEN FIELD GONDI-I IONS, OTHER DESIGN PR OFE5510NALS' SHOP DRAWINGS, GONTRAGTOR`J' DUILDING METHODS, AND THESE 51GNED AND SEALED DRAWINGS MUST DE E3ROIJ(3HT TO THE ATTENTION OF THE ENO -iINEER OF REGORD PRIOR TO THE COMMENCEMENT OF GONSTR.IJGTION. CONTRACTOR TO \/ERIF'f ALL DIMENSIONS PRIOR TO 5TART OF AN'( CON57RIJGTION. THE 5TRUGTURE5 GROIJP 15 NOT RESPONSIBLE FOR AN -r' DIMENSIONS, THE STRUCTURES GROUP 15 RESPON5IBLE FOR PROPOSED GHANGES TO ORIGINAL STRIJGTIJRE SHOWN ON THE -5F: PAGC5 ONLY, THE 5TRUGTURE5 GROUP 15 NOT RE5PONSI5LE FOR EXI5TINCG STRUCTIJRAI- GOMPONENTS. The Structures GrODU, Inc. Dr. Nick M. Bradford, P.E. E'L. Reg. #52585 CA 8956 1714 N. Armenia Avenue, '1'ampa, FL 32607 P[cone (813)877-3421 S. E. #D P'at (81;0875-9320 www.SLructures—Cr-Oup.corn v cj e COMP FILE COMMUNITY lo[ , blk ISSUED q.3.13 REVISED X1.13.13 e e e FOUNDATION PLAN FOUNDATION DETAILS e • e DWN BY: e CHECKED BY: Q.) ct �--1 0 e FOUNDATION PLAN FOUNDATION DETAILS e • e DWN BY: e CHECKED BY: w A/C GONDENSER PAD VERIFY 51ZE d LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION lU1TH MANUF. 5'.1' I 5'-1' 91.6 42'-m' 19' $' 9' .21 A/C CONDENHER PAD VERIFY 51ZE LOCATION IN FIELD. VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. NNLI_ L_ENEND ® GMJ WALL. RE516T WIND INDUCED 5HEAR FORCES, GMU WALL W/ I° (NOM.) FURRING. SHEAR WIND PRE55URE = 35 P5F 1=IRE-RE5I5TANi CMU WALL W/ 2: 2ND FLOOR LEVEL (NOM,) FURRING EACH SIDE I. FRONT - SACK DIRECTION [DENOTES ONE #5 VERT. RE5A5' CELL 514EAR FORCE = FILLED SOLID FROM FTG, TO TIE BEAM 51-4EAR WALL REWIRED = INT. DPARING FRAMM WALL- 5EE FLOOR SHEAR WALL PROVIDED = FLAN FOR HEIGHT. 5AFETY FACTOR INT. NON -SEARING WALL- SIT FLOOR FLAN 2. 510E - 51 -DE DIRECTION Q FOR HEIGHT. © IN171GATES AGGE551BLE DOORWAY SHEAR CALCULATIONS • NOTE: ALL CMU MASONRY WALLS DESIGNED "FO RE516T WIND INDUCED 5HEAR FORCES, SHEAR WIND PRE55URE = 35 P5F 2ND FLOOR LEVEL �n N I. FRONT - SACK DIRECTION 514EAR FORCE = 24000 51-4EAR WALL REWIRED = 24.0 SHEAR WALL PROVIDED = 130 5AFETY FACTOR 5.15 2. 510E - 51 -DE DIRECTION Q SHEAR FOF:CE 12500 SHEAR WALL REOUIRED = 12.5 SHEAR WALL PROVIDED = 00 5AFETY FACTOR 3.24 15T FLOOR LEVEL I. FRONT - SACK DIRECTION SHEAR FORCE SHEAR WALL REQUIRED SHEAR WALL PROVIDED 5AFETY FACTOR 2. 510E - 51DE DIRECTION ,SHEAR FORCE 5HEAR WALL REQUIRED = SHEAR WALL PROVIDED 54FETY FACTOR MAIN FLOOR PLAN SCALE: 114' -. P -O' (2) 2'' X 12'' PF.E55UPE TF-ZFATEP WOOO I_ECH)E-F) W/ %'� EPDXY AN` HOF; BOLTS 5PA(,E1_) @ 24'' O.C,. (TWO FLOWS 5TA(-5(- EF wL( PATTEF,)N) INTO MA50N=.'.Y/CONGF�ETE WALL_.. (6'' EMBEDMENT IN C,ONcF-ETE W/ SIMPSON SET EPDXY). (2) 2" X �3" FF E-55IJF.E TF'EATED WOOD LE60EF' EPDXY ANc,HOF-,' POLT5 SPAc�EP @ 24" O,c,. ("I WO F?OWS S°1 AC�c�EF' wL_>. PATTEF�N) INTO MA50NF,Y/(ON6 ETE WALL. �N W' EYBEOMENT IN GONGRETE W/ 51HI"50N SET EPDXY). ATTACH WOOD FPAME MALL TO MASONRY (G-1) lJ %",, EPDXY ANGHOF, 5OLTS, 5F )AC:;ED �@ — 24" O.C. (�o" EMBED. 511r1F'5(3N 5ET EPDXY) (3) 2"X4" WD, JACK FROST Lu/ (2) SIf iF�SON L6TA24 (WD. H4M) OR (1) 511-IF'60N HTT4 P ,1(r-1A5ONP?`i'/ C:ONGFET✓E) @ 15ASE. U.N.O. BLOCK E3E4F?INll SOLID. (2) 2"X0" WD. Hrrz_ADEF? lu/ 1/2" r-)L`r'. WD, FLITCH FOLATE w/ (1)511-IFSON L5TA24 @ EA. END. SUPPOFU ENDS Lu/ (3) 2"X4" (1'`11N. DEPTH) WD. JACr- F'05T5W/ Slr'if�SON u)/ (1) 51F�iF'SON HTT4 (MASONF,Y) oI (U SIMPSON L 5TA24 (WD. SEAM) �@ ERASE U.N.O. LE (2) 2"X12" WD. LILADEIR w/ 1/2" FILY, WD, FL ITGH FT PLATE w/ (2) SII'`P50N LST424 ,-) EA. END, FT 5UPPOP,T ENI -,.)5 ut/ (3) 2"X4" (MIN. Dr' --_PTH) WD. FIS JACK POST5 w/ SIMP50N W/ (1) 511'IPON L5 HTT4 (MA5ONR`0 OI, (2) SI -IP50N L5TA24 FT (WD. E EAM) 9 BA5c U.N.O. FT L. I NTL - - Hf �D Ul E 38)940 L13?,°X8ill PF?EGAST LINTEL GFFOUTED SOLID tu/ 39.0 FT (1) 1 5 FDEBNF�. INSTALL 45 FEF? 144 FT —/ GON5*rN1GTION DETAILS ON THE 369 GON5TF?UGTION DETAIL SHEETS, 31100 LB 31.0 FT 34.0 FT 1.01 ,5"X16" MASONI-')- COMI"051T2 13E/ -M GF?OUTED 50L1D Lu/ (1) `5 PE54P IN G2 PPEGAST LINTEL AND KNOC:f ,-OUT BLOCK COUR5E AL OVE. INSTALL. Ada FEFR CONSNUGTION DETAIL5 ON THE CON5TF'UNION DETAIL SHEETS, NOTE: ALL PPEGA5T/FDOWEFRF5OX LINTELS SHALL DE 6UI`P0 FUER PUPINCi C:ONCF'ETE GUf'.L. TO THE E FST OF THE ENGINEER'S <NOWI_EDGE, THE FLANS) i -\ND SFEGIFIGATIONS GOMFLY WITH THE MINIMUM REOUIREMENTS OF THE FLORIDA BUILDING GORE - RESIDENTIAL SECTION R501(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING GORE, SECTION 16OcI FOR 15G MPH WIND ZONE (2010 EDITI )N) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT IS 51GNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA 3UILDING GLIDE IS CHANGED, THIS DRAWING 15 5IGNED AND SEALED FOR THE 5TRUG-TURAL FORTION5 OF THE DRAWING ONL-(. ARGHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR V15UAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR5 RESPON5I5ILITY TO REVI vW ALL DFANING5 BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF RFGORD IS RESPONSIBLE FOR THE STRIJGTURAL INTEGRITY OF THIS FRO.JEGT ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DE51ON 1`ROFE551ONALS' SHOT DRAKNG5, 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 GONSTRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUGTURES rROUF 15 NOT RESF'ON518LE FOR ANY DIMENSIONS. THE STRUGTURES GROUP 15 RESPONSIBLE FOR PROPOSED GH,-H/ TO ORIGINAL 5TRUGTURE SHOWN ON THESE FAr�ES ONL'f. HE STRUGTURES GROIJF 15 NOT RESPONSIBLE FOR EXISTING STRUCTURAL GOMFONENT5. The Structures Group, Inc. Dr. Nick A4. E3radfovd, P.E. S.E. Fl. Reg. #52585 CA 8956 17t4 N. Armenia Avenue, ;1B `l ampa, FL 33607 Photic. (813)877-3421 Fax (813)875-9320 WWW.SLructur•es—Group.carn • MAIN FLOOR PIAN • FLOOR PLAN NOTE6 • DWN BY: R,1., • • CHECKED BY: D.D, • x • O cv q w �n N o'a) y' Q CC3 rn o • MAIN FLOOR PIAN • FLOOR PLAN NOTE6 • DWN BY: R,1., • • CHECKED BY: D.D, • x cv q �n N o'a) u5 a 0 Q CC3 rn o q o a0 q F^ bdr N� W� vC7 SDN �Gamv c� �ti z�z aq�n faWtiFP�.f `� E--� rn • MAIN FLOOR PIAN • FLOOR PLAN NOTE6 • DWN BY: R,1., • • CHECKED BY: D.D, • x e • crs CC3 `� rn • MAIN FLOOR PIAN • FLOOR PLAN NOTE6 • DWN BY: R,1., • • CHECKED BY: D.D, • x Cw'/-1 3050 5H EGRE 1'-4' 11 1 V-41 I _ (WI) (L LI) ( WI) 3050 5H E6RE55 3050 51,1 EGRE55 1'-4' (wwi l l 3050 5H EGRE55 9'-0' UVv v I nr.; tb5 (W2) (1-I) 1'-41 I. 2'-2' 2'-2' I. 2'-10' 3050 5 55 EGF\E \._) (I Ir 6' 6' 13'-0' 6GAL E: I/4' - 1'-0' /\ L I- LTJ CMU NALL. ® GMU NALL N✓ I" (NOM) FURRING. ®FIRF-RF515TANT :,MU NALL N/ 2 (NOM.) FURRING EACH 51Dr ® DENOTE5 ONE #5 VERT. REpAR CELL FIL LED SOLID FROM FTrg. TO TIE UEAM D.D. INT. BEARING FRAME NALL- SEE FLOOR PLAN FOR HEIGHT. ® INT. NON-E3EARING NALL- SEE FLOOR PLAN FOR HEIr.HT. © 1(S 1 a✓ RR. Lav OWNER'S x OWNER'S RR. ULXV Lav BATH BATH L 3'-4' CLG. 12 II' 12 8'-4 GLG. II' 31-6 ` 4'-1' 1 v (L CLI) G z �_ Lf; UA E: 1-- Cwt) w2 & x OWNER'S .9 OWNER'S Wlc SUITE SUITE 2x6 V4 CLG. 3'-4' UG. 2X6 WALL F 125 1P125 WIC - W,I,C, 1 3' I' 414 28652e,03 Km ri XTA 44 I f215 R1v xm 41 < W 1. C. I en I W.I.C. 3'•4' CLG. 1 r 15'•4" CLG. lo�� BEDROOM 3 I I BEDROOM 3 6, 5EE MAIN FLOOR SEE MAIN FLOOR u) �I - v �, FOR STAIR DATA FOR STAIR DATA; v wI caa ca rP)6 (LU') DN IM 2565' - 4065 PAIR I r� \ 22" 30' AT IG 22" 30' AT IG 14063 PAIR v> o� [Y I W,I.C, r; u> 3 4° LG. iY �> W,I,C, V-4'GI-G, F� 3'-6' GLP. -J5 3'-61 CLP r ACC}E5� 5 I 1 — i - R1� R1 45 — — '1 -X6 WALL MI 5 5N 42"E x <J 1 42' H.L-A Xo WALL 5 5N jA-v- R. lU/CKNCEUJALLKINEEIUALLcW/C UA 4.0 Ki BATH gyp, B TH 2 - X cC) [q 3V -4 G. 3'-1 '-4' 1 4'-0' 44' J 4'-4 3' 1' 5'-10'- 0 2368 `- I 2363 X15 HANDRAIL INSTALLED ADV, 5TAIR N05111\16 - _ u HAZRAIL INSTALLED X15 ;36' A611. STAIR NOSING-- - OF'. LANDING - GR LANDING 4063 PAIR 4065 PAIR `r xc0 I I I I I I I I DI iU 9 c L w IW I LAUN�pR� ! -1 —I r �— ! -L NDRI, r-1- - �4 5, 4, CLr� r I � - CLG. p � I r BEDROOM 2 �— JI L-—� BEDROOM 2 =r 8' 4' CIG 3 4 GLr _ I 16'X36" F.G.16'X3 " F -G. 16'X36' F.G. 16'X36' F.G. CL�CL (L.) C.w� Cwt u 1 C) CW -l) UVv v I nr.; tb5 (W2) (1-I) 1'-41 I. 2'-2' 2'-2' I. 2'-10' 3050 5 55 EGF\E \._) (I Ir 6' 6' 13'-0' 6GAL E: I/4' - 1'-0' /\ L I- LTJ CMU NALL. ® GMU NALL N✓ I" (NOM) FURRING. ®FIRF-RF515TANT :,MU NALL N/ 2 (NOM.) FURRING EACH 51Dr ® DENOTE5 ONE #5 VERT. REpAR CELL FIL LED SOLID FROM FTrg. TO TIE UEAM D.D. INT. BEARING FRAME NALL- SEE FLOOR PLAN FOR HEIGHT. ® INT. NON-E3EARING NALL- SEE FLOOR PLAN FOR HEIr.HT. © 1(S 1 INDIGATE5 AGGE55I5LE DOORWAY 1=' �15T Qc",HE�:�LJI (3) 2."X4" LUQ:), JACK F05T w/ (2.) II`11`150N �z L-5TA24 (CJD. BEAM) OF (1) 51MI'-)SON I-ITT4 (MA50NFY/ C,ON�:FE rE) SASE. U.N,O. 'BLOCK BEARING SOLI, 01 (2) 2"Xa' WD. I•-IEADEF u)/ I/2" FLY. WE). FLITCH PLATE w/ (1) 511-IFSON L STA24 v EA. END. �J 5UPPOPT ENDS LU/ (3) 2"X4" (MIN. DEFTI-I) WE). JACrt,.. F05T5 w/ SlMPC)ON l.U/ (1) 511" 1FF)ON NTT4 (MMONF�'T') OR (1) 5I1IF50N LST424 (LUL.:). BEAM) /@ BASE U.N.O. (2) 2"X121' WD. HEADER 1U/ 1/2" PLY. UD. FLITCH PLATE 1u/ (2) 5IMPSON L`3T424 � EA, ENF). CH 5UFF0FT END5 LU/ (3) 2"X4" (MIN. DEF -I) wa - JACK FOSTS LU/ 3IMP50N W/ (1) SIMP50N NTT4 (MA50NR 0 OR (2) 511"IF50N L5TA24 (M). DEAM) v 15-A5E U.N.O. LINTE7l: 5( -",HED ) "X?," F'Ft F A,7'r LINTEL GFOUTED 501-10 w/ (1) 4 5 FF_BAF. IN5TAL1 A5 FEF LI CONSTFUCTION E)ET4IL.5 ON THE CONSTFUGTION DETAIL 5NEETS. "XI6 " 11450NFe Y COMP051TE 5E411 GROUTED SOLID LU/ (U 1#5 FEBAF IN PFECA5T LINTEL AND KNOCK -OUT BLOCK 1-2 CouFSE AoVE. INS>TALL A5 FE CON5TFUCTION DETAILS ON THE CONSTFUCTION DETAIL SHEETS. NOTE: ALL FF'.ECAST/PC) FE'OX LINTELS MALL BE 51,IPPOFTED DURING -s CONGFETE CURE. TO THE BEEN OF THF FNGINEER'S f'NONLFDGE, THE PLANS AND SPECIFICATIONS COMPLY NITH THE MINIMUM RE(�IJIREMENTS OF FHE FLORIDA BUILDING GORE - RESIDENTIAL SECTION R�501(2010 EDITION) PLANS AND SPECIFICATIONS GOMPLY NITH THE FLORIDA EUILDIN6 GODS, SECTION 160a FOR ISG MPH NINO ZONE (2010 EDITION) Trus DRANING 15 VALID FOR 12 MONTH:3 AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA E3UILDING CODE 15 CHANGED. THIS DRANING IS SIGNED AND SEALED FOR THE STF.JG*rIJR.AL PORTIONS OF THE OR.ANING ONL"f. ARGHI'FEGTUF'.AL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF SHONN, ARE FOR VISUAL REFERENCE ONLY AND ARE NO'r COVERED UNDER 71-115 SEAL. NOTE: IT 15 THE CONTRACTORS RE5FON51BILITY TO REVIEN ALL DRANINGS BEFORE GON5TRIJGTION BEGINS. THE ENGINEER OF RECORD IS RESFONSIBLE FOR THE STRUGTUR.AL INTEGRITY OF THIS PROJL-"G'r ONLY. ANY D15GF:EFANG'f BETNEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRANING5, GONTR,AGTORS' EIJILDING METHODS, AND THESE SIGNED AND SEALED DRANINSS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINFER. OF RECORD PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION, GONTR-,AG TOR TO VERIFY ALL DIMEN51ON5 PRIOR TO START OF ANY GONSTRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMEN51ON5. THE STRUGTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL STRUCTURE-. SHONN ON THF -5E PAGES ONLY, THE STRUGTURES GROUP 15 NOT RESFONS15LE FOR EXISTING '::;,TR.UGTURAL COMPONENTS. The Structures Group, Inc. Dr. Nick Al. Bradford, P.L. S.L. FL. Reb. #52585 CA 8956 17:14 N. Armenia Avenue, //B `I'arnpa, FL 33607 Phone (813)877-3121 Fax 01.13)875-9320 www.3Lructur•es-Group.corn COMP FILE COMMUNI IY lot. blk ISSUED X5.13 REVISED 1.13.13 s • • UPPER FLOOR PLAN • FLOOR PLAN NOTE5 • O s BY: T� D.D. p ct • • • UPPER FLOOR PLAN • FLOOR PLAN NOTE5 • : HEFT NUMBER 2,1 0 • O L BY: BY: D.D. p • : HEFT NUMBER 2,1 0 • -t c 2'X11' RAI5ED BANDING l+l/!') 4'Xla' RAISED BANDING (IN VX4' RA15ED BANDING (+27 t RAI5ED FOAM (+b') y I RAISED FOAM (+5.5') 2' DECORATIVE GGR5EL ti+ 4' BANDING (+2 12° BANDING (1 _ r�_ INZNC _��AISEp � WIND, — -V 2 DECORATIVE WIN DOW SILL DETAIL CSCALE: I I/2' MAINTAIN MIN. D15TANGE FOR HURRICANE 5HU-1-FER ATTACHMENT AS RFOUIRED i GODE DEGORATIVE FOAM TRIM 5AND FINISH STUGGO FIN15H PAINTED TRIM COLOR DEGORATIVE SHUTTERS WINDOW FRAME MAINTAIN MIN. D151-ANGE FOR HURRICANE SHUTTER ATTACHMENT AS REQUIRED Bl' — CODE DEGORATIVE 5HU'FFER5 WINDOW FRAME SAND FIN15H STUCCO FINISH PAINTED j— TRIM COLOR DECORATIVE FOAM SILL MAINTAIN MIN. 015TANGE FOR HURRICANE 5HU'FfER ATTACHMENT A5 REQUIRED EY CODE SHUTTER DETAIL T�5CA�LEI/2'7 I'-0' �FOAM CORBEL DETAIL "CTURAL COMPOSITE ROOF 54N61LE• TYP I DOW D. HT.- �r Qj f� IND. F�R D HEAL NpOW D. NT. 71110 DRG. HT. WINDOW FLUSH 5TUCGO TO MATCH.- MAIN BODY FINISH )EGORATIYE SHUTTER - TYP.- (5EE DETAIL 3/A32) FIN. 2Np, FLR TO, WINDOW Hp. HT. 12 Iil'�III�It��l 'o' RAISED BANDING (11.5') - 6:12 — — — — — — — —F a' RA15cD BANDING FYPON aX214X2 �' 12 DECORATIVE LOUVER 4' RAISED BANDING (+I')— RIGHT ELEVATION 5C4L F; 1/4" - 1'-0" ARGPTEGIURAL COMPOSITE ROOF SHINGLE- TTP. 12 6' BANDING (+1.5'1 5R6. HT. WINDOW,_ HD. HT. FE7E M__ --DECORATIVE SHUTTER TYP --- (SEE DETAIL 3/A3.0) — — — — — — - — — — — — — — - 11EEP SCREED of 12' BANDING U.0' FIN, 2ND. FILE 01i T.O.M. WINDOW HD. HT, COACH LIGHT +12' A.T.0.5. 3�a° BANDING (+1.5') FRONT ELEVATION NOTE: FLA5NING 5HALL BE IN5TALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTER5ECTIOi AT 6UTTER5, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENING5. WALL HEI6HT5 VERIFY ALL BEARING WALL HEIGHT5 WITH FINAL TRU56 LAYOUT5 EX'T'ERIOR FINISH NOTES. T CEMENT PLASTER FINISH OVER CONCRETE MASONRY 51HALL BE 5/P' THICK TEXTURED PER COMMUNITY SPECIFICATIONS. CEMENT PL45TER FINISH ()VER FRAMED UAL L 5 SHALL BE (3 -COAT) TEXTURED PER COMMUNITY 5PECIFICATION5, OVER ASPHAL r IMPREGNATED PAPER BACK WIRE LATH, OYER HOUSE WRAP o/ EXTERIOR SHEATHINCi PER STRUCTURAL DRAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED hIETNOD, PBC. R103.6. C3) FRONT ELEYATIUNS; BANDING, MOLDING, COLUMNS 9 TRIM 5HALL RECEIVED A SAND FIN151-1. 5EE ELEVATION FOR DEPTH OF RAI5ED BANDING. DDE ; REAR ELEVATION; BANDING AROUND IUINDOW5 9 DOORS MA'f BE OPTIONAL 4" SCORED OR OPTIONAL I' RAISED 13ANDING PER COMMUNITI' 5PEC5 -5EE COMMUNTTI' F)PECIFICATION5 OR CONSULT EMERALD HOMES CONSTRUCiIUN MANAGER, CD ROOF COVERING: 5EE COMMUNITY SPECIFICATIC% OR CONSULT EMERALD HOMES CONSTRUCTION MANAGER. 5EE 5TRUC'TURAL 5HEET5 FOR 5HEATNING REQUIREMENT5. TO THF FEST OF THE ENGINFFR'S KNOWI ED(_ -,E, THF PLANS AND SF GIFIGATIUNS COMPLY WITH THE MINIMUM F..E«UIREMENTS OF THE FLORIDr\ BUILDING CODE - RESIr>EM(IAL SECTION R501 2010 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING GORE, SECTION 160c1 FOR I5'1 MFH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REGUIREMENTS OF THE FLORIDA BUILDING GODE IS CHANGED. THIS DRAWING IS 5IGNED AND SEALED FOR THE STRIJC;TIJRAI PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL., ELECTRIGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND AFrNOT (-O\/EKED UNDER THIS 51 -AL. NOTE: IT 15 THE CONTRACTORS RE5PON51EIL ITY TO REVIEW ALL DR,,\WINrS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF FFr_ORD IS RE5PONSIELE FOR THE STRUGTUR.AL INTEGRITY OF THIS FR.OJEGT ONLY. ANY DI5CREFANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWING5, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGURD PRIOR TO THE GOMMENGEMENT OF CONSTRUCTION. GONTRF\GTOR TO V=RIFY ALL DIMENSIONS F?IOR TO START OF ANT' GONSTRUGTION. THE 5TRUGTURES GROUP IS NOT RESPON5I5LE FOR ANT' DIMENSIONS, THE STRUCTURES GROUP IS RESPONSIPLE FOR PROPOSED CHANGE' TO ORIGINAL 5TRIJGTURE 51 ON THESE PAGES ONLY. THE 5TR1iS GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. The Structures Group, Inc. Ur, Nick VT. Bradford, P.E. S.E. Reg. #52585 CA b956 :1.714 N. Armenia Avenue, #Li l'arnpa, 1 33607 Pirorre (813)877-3121 Fax (81'3)875-9220 Www.Slructur•es–Gro1_ip.corri e COMP FILE COMMUNITY lot. blk ISSUED q.3.13 REVISED X1.13.13 • e eFRONT 3 RIGHT ELEVATION5 ELEVATION DETAIL5 s • e D Y: R.R. CFI CK -D BY: D.D. • 1�1 • S E T „NUMBER • e).0 e UI • 11,1 • e 4 1 0 c/.)�rt .A Sp.O ND wQ �w E! �L �5 wok o c5 a @, p� A odC �o eFRONT 3 RIGHT ELEVATION5 ELEVATION DETAIL5 s • e D Y: R.R. CFI CK -D BY: D.D. • 1�1 • S E T „NUMBER • e).0 e UI • 11,1 � A 1 0 1(j N N Sp.O ND wQ �w E! vi w zk wok o c5 a @, p� A odC �o i Rl u�imm�y Af' Fw E— 1�1 4---+ eFRONT 3 RIGHT ELEVATION5 ELEVATION DETAIL5 s • e D Y: R.R. CFI CK -D BY: D.D. • 1�1 • S E T „NUMBER • e).0 e UI • 11,1 1�1 4---+ e • eFRONT 3 RIGHT ELEVATION5 ELEVATION DETAIL5 s • e D Y: R.R. CFI CK -D BY: D.D. • 1�1 • S E T „NUMBER • e).0 e UI • 11,1 ARCHITECTURAL (,OMP051TE ROOF SHIN .r Zw f� i- 4' BANDING (+20) 12" BANDING (+1,0' cow ). HT. — T W ARCHITECTURAL C011P0511E ROOF 54GLE w rih BR6. HT, WIND011 Np, NT. -q� FIN. 2ND. FLR �� AI5�p HEI. _WINDOW Np. NT. -;� T.0.5 LEFT ELEVATION 5CALE: 1/4' - 1'-0' REAR ELEVATION NOTE: FLA5HING 5HALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTION5, AT GUTTER5, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHT5 VERIFY ALL BEARING WALL 1-1EIGNT5 WITH FINAL TRU55 LAYOUT5 EXTERIOR FINISH NOTES, T CEMENT PLA5TER FIN15H OVER CONCRE TE MASONRY 5HALL 13E 5/8' THICK TEXTURED PER COMMUNITY 5PECIFICATION5. @ CEMENT PLASTER FINISH OVER FRAMED WALLS 5HALL DE 1/8' (3 -COAT) TEXTURED PER COMMUNITY 5PECIFICATION5, OVER A5PHAL T IMPREGNATED PAPER SACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWING5. LATHE TO DE FURRED OUT FROM 5ACKING BY AN AFFROVED METHOD, F6G 8103.6, C� FRONT ELEVATICN5: SANDING, MOLDING, GOLUMN5 d TRIM 5HALL RECEIVED A SAND FINI51a. 5EE ELEVATION FOR DEPTH OF RAISED BANDING, T 51DE # REAR ELEVATION: BANDING AROUND WINDOW5 T DOOR5 MAY DE OPTIONAL 4° SCORED OR OPTIONAL I' RAISED 5ANDIN6 PER COMMUNITY SPECS -5EE COMMUNITY 5FECIFICATION5 OR CCN5UL T EMERALD HOME5 CCN5TRUCTICN MANAGER. CD ROOF GOIERING: 5EE COMMUNITY 6PEGIFICATION5 OR CONSULT EMERALD HCME5 CON5TRUCTION MANAGER. 5EE STRUCTURAL SHEETS FOR SHEATHING REOUIREMENTS. TO THE 8FST OF THE ENCvINEERS KNOWLEDGE, THF FLANS AND 5FEGIFICATION5 GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GODE - RE5IDENTIAL SECTION 8501(2010 EDITION) PLANS AND SPEGIFIGATIONS GOMFLY WITH THE FLORIDA BIJILDINr- (-ODE, SECTION 16Oq FOR 13q MFH WIND ZONE (2010 EDITION) TH15 DRAINING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. TH15 DRAWINO 15 510NED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF 5HOWN, ARE FOR \/ISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL, NOTE: IT 15 THE CONTRACTORS RE5FON5IE3ILITY TO REVIEW ALL DRAWING5 BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF RECORD 15 RFSFON51Bl.E FOR THE STRIJGTURAL INTEGRITY OF TI -115 FRO.JEG.r ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DE51GN PROFESSIONALS' 51IOP DRAWIN65, GONTRAGTOR5' BUILDING METHODS, AND THESE 51GNED AND 5EALED DRAWINGS MU5T BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE COMMENCEMENT OF GON5TRIJGTION. GONTRAGTOR TO VERIFY ALL UIMEN51ONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUGTURE5 CGROUF 15 NOT RE5FON515LE FOR ANY DIMEN5ION5. THE 5TRIJGTURES GROUP 15 RE5PON51BLE FOR PROPOSED GHANGE5 TO ORIGINAL 5TRUGTIJRE SHOWN ON THESE PAGES ONLY. THE 5TRIJGTIJRES GROIJF 15 NOT RESFONSIBL_E FOR EXISTING STRIJGTURAL COMFONENT5. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. Fl. Reg. #51585 CA 8956 1714 N. Armenia Avenue, Tarnpa, FL 33607 Phone (813)877-3421 S. E. #B Fax (813)875-97320 WWW. SLr•uctur-es—CroLIP. coFri • REAR i LEFT ELEVATIONS • ELEVATION DETAll_5 s � � • DWN R.F;. • • CHECK —B'f: D.p, • 1 N • SHEE NUMBER .1 0 • ? r�i o I �n N ro CQ V y J W P. �o 03 I� vi U Cl vj r� 7� C� tim w��0,v cl� _ V, 7 C xCG agiz • Er-. a"w�E- • e--1 • REAR i LEFT ELEVATIONS • ELEVATION DETAll_5 s � � • DWN R.F;. • • CHECK —B'f: D.p, • 1 N • SHEE NUMBER .1 0 • Q.� 03 I� 7� C� cl� e--1 Cn t� • REAR i LEFT ELEVATIONS • ELEVATION DETAll_5 s � � • DWN R.F;. • • CHECK —B'f: D.p, • 1 N • SHEE NUMBER .1 0 • OA lI RAKE WALL DETAIL @ PARTY WALL SCALE: 3/4' : 1'-0' 101-V r=. E -:L t CAN IN PLACE CONCRETE WALL O.U. WALL RAKE WALL DETAIL ENTRY PARTY WALL i EIRE STOP 4'-0' 4'-0' ---------- ------------- �1 / /1—/—/-1 _ /------_ _ --------- V / / Q7-/ % /-1 --------------1 I/ ,�—�-- 6:12 / r/%/�/ / / / 1__—------------� L----------- ----� GABLE END WALL GABLE ENf) WALL ROOF PLAN 5CALF: 1/4' ; 1'-0' COMP FILE GOMMUNITY lot . blk ISSUED `4.3.13 REVISED q.13.13 D N B ': R.R. CH CKE BY: D.D. Q j iEENUMBER A .2 �F 4�J ct 7� Q � D N B ': R.R. CH CKE BY: D.D. Q j iEENUMBER A .2 �F HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN l5b` IN HEIGITT ABOVE THE STAIR. N05ING. HANDRAIL5 SHALL BE 6ONTIN0005 PER FLIGHT OF STAIRS. HANDRAILS SHALL BF 1 1/2" GLEAR OF ALL ADJAGENT KNISH MATERIALS AND END5 51IAL L RETURN TU WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAI1_5 SHALL BE 1 I/4"-2" IN GRO55 SEC"NONAL DIMENSION, OR APPROVED EGUIVALENT, AND BE SMOOTH WITH NO SHARP E1)GE5/CURNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REOUIREMENFS FOR THE PRODUCTS THEY PROVIDE OR. INSTALL SHOULD COMPLY N/ 2010 FLORIDA CUILDING (.ODE 6UARDRAIL5 SHALL NOT BE LE55 THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMFDIATE RAILS OR AN ORNAMENTAL PATTERN SUGH THAT A 4" DIAMETER SPHERE C.ANNO r PA55 THROUGH. THE TRIANGULAR OPENINGS AT STAIR TREAD, RISER, 3 BOTTOM SHALL BE SUGH THAI' A 6" DIAMETER SPHERE CANNOT PASS 11 IRUUGH. HANDRAIL DETAIL 5GALE: k i'.5. - MATCH HEIGHT OF BA5EBOARD 51MPSON L5G OR E 2x12 NOTGHED STRI 1/2 GYP. BD. AT ALI AND GEILIN6 OF EN USABLE .SPA(,E UNE) 2XI2 STRINGERS TY STRINGER/LANDING TOP DETAIL LEDGER @ MASONRY FINISHED SURFACE 3/4" 3/4" PI YWOOE) TREADS TYP�c 2M LEDGER ATTAO IED 'r0Lu :t MAS. N/ 111'X 3' TAPCON5 @ u a 6'ac. 5rA66ERED (PAr w 3/4" PLYWOOD TREADS � N CJ � o 5/8" PL'(NUOD R.I5ER5 (Tr P.) 2x12 NOTCHED STRINGER I `'iIMP50N [ SJiO OR EGUAL 51MPSON LU526 OR EOUAL 9 LANDING T'(P.— 2X8 J015T @ LANDING .Ei vi w 1/2" G'(P. BD, AT ALL HALLS ANE) CEILING OF ENGL05ED 1)5ABLE SF'ACE UNDER STAIR o aa,, w � o 2X12 STRIN()ERS TYP. '/4 TYP�j Xrp PAN5ION/ GAP —2xb END JOIST I ATTAGFI 2X6 LEDGER TO EA VERT STUD W/ (3) 161) NAILS ALT LEDGER a ND FRAMED NALL STRINGER/LANDING DETAIL FINISHED SURFAGE — 3/4" PLYWOOD TREADS n 3/4" w TYP�c c3 � w 2x12 NOTCHED 5TPINGER - (PAr 5/a" PL'fWUUU RISER'S —+� G (TYP.) 5EGURE Nor( HEF) STRINGER TO FOOT v1/ (2) 12d CON MIN. SECURE FOOT TO SLAB w/ I/4"'hx3-I/2" TAPCONS @ W o ALL WOOD IN DIREGr CONTACT KITH GONGRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARA NON AS ALLOWEE) B'( (_ODE. - 242 STRINGERS T(F) FLUOR /STRINGER. DETAIL ro f� W -0 BUILDING SECTION " " AA 5GALE: 1/4' : 1'-0' — � -A Ky- w s -U �UI�pINC� S�GfilONS cr � c� r�1 v c� >u ,,3 UILDIN BG SECTION "�B" SCALE: 1/4' : I' -D' WN BY: R.R. C EC ED BY: PD. 1111111111 M! s • 1 0 l() N � N CJ � o m .Ei vi w o aa,, w � o 00 q Com' O U Q 1q. 0 J {{V s s cr � c� r�1 v c� >u ,,3 UILDIN BG SECTION "�B" SCALE: 1/4' : I' -D' WN BY: R.R. C EC ED BY: PD. 1111111111 M! ov 1 0 l() N � N CJ � o m .Ei vi w o aa,, w � o 00 q Com' O U Q 1q. 0 t-+ za acv, cr � c� r�1 v c� >u ,,3 UILDIN BG SECTION "�B" SCALE: 1/4' : I' -D' WN BY: R.R. C EC ED BY: PD. 1111111111 M! 03 1_1 c I l(� cr � c� r�1 v c� >u ,,3 UILDIN BG SECTION "�B" SCALE: 1/4' : I' -D' WN BY: R.R. C EC ED BY: PD. 1111111111 M! ALL ELECTRICAL DE51ON AND WORK SHALL BE IN STRICT COMPLIANGE WITH THE 200b NATIONAL ELEGTRIG CODE GENERAL. ELECTRICAL - NOTES: 1) PER NEG 5E61ION 210.12(B) ALL 15A 120A,120V BRANCH GIR6UIT5 SUPPLYING OIUTLE5 REQUIRE AFCI PROTECTION. 2) GARBON MONOXIDE PROTECTION PER FLORIDA 5TATUTE5.5.53.bb5 ("_2).10 BE IN5IALLED WITHIN 10' OF EVERY 51-EFPINO ROOM. 3) PER NEG 5EGTION 210.0)(4) ALL 15A ,g 20A, 125V REGEP1AGLE5 INSTALLED oUTDooR5 MU5r BE GFGI-PROTECTED. 4) PER NEG 5EGTION 210.0)(5) ALL 15A 4 20A, 125V RECEPTAGLE5 IN51'ALLED WITHIN 6' OF A SINK (IN NON -DWELLING UNIT OCCUPANCIE5-1.e, OUTDOOR 5UMMER KIrGHEN5 REGEPTAGLES) %5F BE GFGI-PROTECTED. 5) PER NEC, 5E61ION 406.b(B)(I)15A q 20A RF-6EP I AGL E-5 IN A HE'f LOGA'I ION MU5 r BE WITHIN AN ENGLr� SURE THAT 15 HEATHERPROOF WHEN AN A-1-1KI -NT 15 PLUGGED IN AND ALL NON-LOGKINO REGEPTAGLE5 SHALL BE LI5TE-D A5 WEATHER RE515TAHT. 6) PER NEG SECTION 406.11 IN DWELLING UNIT5, ALL 15A 4 20A, 125V RE0IACLE5 51-IALL BE L151 ED A5 TAMPER-RE515rANT. -1) PER NEG 5EGTION b00.156 NO LE55 THAN ONE 60MMUNIGAI•ION5 OUTLET 51IALL BE IN5rAI-I-ED HI'N TIN EACH DHELLING UNI F. b) PER NEG SEGTION5 R3J4.5 AND R315.15MOKE DETEGTORS TO BE INSTALLED IH51DE EA SLEEPING AREA q) PROVIDE- OAS DROP5 A5 PER COMMUNITY 10) JUNCTION BOX AT HATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON 6A5 GOMMURTIE5, AND IIOv IN C,OMMUNITIE5 THAT HAVE 6A5 OPTION PROVIDE APPROPRIATE REGEPTAGLE PER APPLIANCE MAIN FLOOR ELECTRICAL PLAN 5GALE: 114' =1'•0' ELECTRICAL 9`rMBOL KE)ol TV GABLE TV DATA OUTLET x F 4 1105F BIB H/ SHUT OFF VALVE OFF 5HITC,H CONTROLLED —� HB HOSE BIB RE6E55ED FRACTIONAL HP GA5 KEY 1 FUEL 0A5 H/ SHUTOFF VALVE TELEPHONE GUTLEr AT iP" REGE` SED COMBINATION OF ABOVE FLOOR AND GOUNrER 120V DUPLEX GONVENIENCE DUPLEX OUTLET 5HITGH CONTROLLED 120V DUPLEX GONVENIENGE DUPLEX OUTLET AT GOUNTER wF 120V OR NOV WEATHERPROOF 6F1 DUPLEX REGEPTAGLE,H/G.F.1. GFIOUTLET 220V OUTLET 120V DUPLEX CONVENIENCE RECEPTAGLE,1/2 HOT 120V DUPLEX CEILING MOUNTED 5HITGHE5 3 -WAY 5HI1-GH 4 -WAY SWITCH II ELECTRICAL PANEL ELECTRIG METER SPRINKLER PANEL HOME RUN GA5 METER INTERCOM NTS SPRINKLER PANEL HOME RUN COMP FILE COMMUNITY lo[, A I5'5UE0 c1.3,0 REVISE[) X1.13.13 CEILING MOUNTED FAN 4 OR 5 BLADE 5HITC,H CONTROLLED Q� RE6E55ED FRACTIONAL HP IXIIAUST FAN REGE` SED COMBINATION OF HIGH r/EXHAU51- FAN 5HITGH CONTROLLED COMBO OMGKE / GARBON MONOXIDE DETECTOR 0 SMOKE DETECTOR QJ RE6E55ED GAN © CARBON MONOXIDE DETECTOR HANGING FIXTURE CEILING FIXTURE +c� 5PEAKER CQ� DIREGTIONAL EYEBALL CAN l�- 24 FLUORESGENT FIXTURE UNDER UPPER GABINET 0 0 0 0 0 INGANDE501T BAR LIGHr FIXTURE kn 4b" FLUORE56ENT LIGHT FIXTURE 24" FLUORE56ENT LIGHT FIXTURE FI-000 LIGHT SURFACE MOUNTED INLAND. WALL LIGHT FIXTURE HALL SCONCE C� J JIUNGT ION BOX DOOR GRIME U DOOR GRIME PUSH BUTTON; [i PU5H BUTTON o T THERMOSTAT U tf —� ILLUMINATED ADDRE55 'r.0.6. t ib4" ABOVE l COMP FILE COMMUNITY lo[, A I5'5UE0 c1.3,0 REVISE[) X1.13.13 MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. CHECKED D.D. s p FEW • ,�I-Y-r]UMBEJF�* s e Q� QJ +c� l�- kn e p MAIN FLOOR ELECTRICAL PLAN • DWN BY: R.R. CHECKED D.D. s p FEW • ,�I-Y-r]UMBEJF�* ALL ELE(,TRIGAL DE516N AND WORK SHALL BE IN 5-TRIGr COMPLIANCE WI'rFl THE 2008 NATIONAL ELECTRIC CODE NOTES: 1) PER NEC 5E6rni 210.120 ALL 15A i 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROrEGTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA 5TATUTE5 553.885 (2). TO BE IN5I'ALLED WITHIN 10' OF EVERY SI-EEPING ROOM. 5) PER NEC 5E6TION 210.0)(4) ALL I5A ,� 20A, 125V REGEPTAGLE5 INSTALLED OUTDOORS MUST BE GFGI-PROTECTED. 4) PER NEG SECTION 210.0)(5) ALL 15A 120A,125V REGEPTAGLE5 INSTALLED WI THIN 60F A SINK (IN NON -DWELLING UNIT OGGUPANGIE5-l.e. OUTDOOR SUMMER KITCHENS REGEPTAGLE5) MUST BE GFGI-PROTECTED. 5) PER NEG SECTION 406.0)(1) 15A E 20A RECEPTACLES IN A NET LOGAI ON MU51 BE WITHIN AN EHGL05URE THAT 15 WEATHERPROOF WHEN AN ArrAGHMENT 15 PLUGGED IN AND ALL NON-LOCKING REGEPTA61-E5 SHALL BE LI51ED A5 WEATHER RE515TANT. 6) PER NEG SECTION 406.11 INDWELLING UMTS, ALL 15A 120A,125V RE6EPTA6LE5 SHALL BE L151ED A5 TAMPER-RESISTANT. -1) PER NEC SECTION 800.156 NO LESS THAN ONE GOMMUNICATIOH5 OUTLET 51-IALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEC SECTIONS R3.14.3 AND 8315.1 SMOKE DETECTORS TO BE INSTALLED IN51DE EA 5LEEPING AREA 11) PROVIDE 6A5 DROPS A5 PER GOMMUNI TY 10) JUNGTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON GA5 COMMUNITIES, AND IIOv IN COMMUNITIES THAT HAVE GA5 OPTION PROVIDE APPROPRIATE REGEPTAGLE PER APPLIANCE y UPPER FLOOR ELECTRICAL PLAN ELECTRICAL srMBOL KE� TV GABLE TV DAiA DATA OUTLET 1105E BIB W/ SHUT OFF VALVE OFF E-LFGTR16AL PANEL -h HB H05E BIB GA5 KEY FUEL OA'.' W/ 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 240V. WEATHERPROOF CIR DUPLEX REGEF'T ACLE,W/G,F.I. I ()FI OUTLET 22OV OUTL FT 120V DUPLEX GONVENIENGE RECEPTACLE, I/2 HOT 120V DUPLEX CEILING MOUNTED (sl - 5WfTCHE5 rn O �a 5 -HAT ,5 -WAY 5W11 CH 4 -WAY 5WITGH Cr-) E-LFGTR16AL PANEL �1 ELECTRIC METER GA5 METER FIT INTERCOM «; SPRINKLER PANEL HOME RUN CEILING NIUUNTED FAN 4 OR 5 BLADESWITGN CONTROLLED ® RE<ESSED FRACTIONAL HP EXHAUST FAN _�. RECESSED COMBINATION 0 LIGI-rr/EXIIAUSr FAN SWIrGFI GONTRULLED �j COMBO SMOKE /CARBON MONOXIDE DETEG FOR � SMOKE DETECTOR -�- RECE=SSED CAN CARBON MONOXIDE DE�rECTOR -�- fIANGING FIXTURE CEILING FIXTURE � SPEAKER (W DIRECTIONAL EYEBALL CAN 24" FLUORE5GENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 INGANDE5GENT BAR LIGHT FIXTURE 48" FLUORLSGEMr LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE FLOOD LIGHT SURFACE MOUNTED INLAND. WALT_ LIGHT FIXTURE 1 WALL SCONCE - o JUNG TION BOX rn O �a � d w Cr-) DOOR CHIME F o C DOOR CHIME PUSH BUTTON «; vi O PUSH BUTTON u1 p +h O THERMOSTAT U 2 uf 24" FLUORE5GENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 INGANDE5GENT BAR LIGHT FIXTURE 48" FLUORLSGEMr LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE FLOOD LIGHT SURFACE MOUNTED INLAND. WALT_ LIGHT FIXTURE 1 WALL SCONCE - o JUNG TION BOX rn O �a � d w Cr-) DOOR CHIME wa o C DOOR CHIME PUSH BUTTON «; vi O PUSH BUTTON u1 p +h O THERMOSTAT U 2 uf ILLUMINATED ADDRE55 d� +84" ABOVE T.O.G. v za Raul c� s • COMP FILE COMMUNITY lot. A ISSUED 9.3.13 REVISED 9.13,13 • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.P.. • CHECKED BY: D.D. SHEET NUMBER A5.1 s OF ° � d w ° wa o vi V Cs7 u1 p +h W � V d� v za Raul '-921' l � ° H s • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.P.. • CHECKED BY: D.D. SHEET NUMBER A5.1 s OF ° ° c� 03 d� C�- 0 s • • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.P.. • CHECKED BY: D.D. 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(0,9.,.-.1..8_-.-1:_1_•.Vloor Hall I)r1ming ik 1 0 1"T, 1, TS U. (09-18- 1:33) Plour Nall o 1 1067 1 iATI R`i-0P I)f-mina -J 1. -- ---, -- - -1---, 1 — DR HORTON HOMES MODEL, 1667 GARAGE LEFT DR HORTON HOMES MODEL: 1667 GARAGE LEFT DR HORTON HOMI�.> MODEL: 1667 GARACIE LE,1,71' SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTENIBER 2013 SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTEMBER 2013 SUBDIVISION: THEK RESERVE AT HIDDEN LAKE SEPTEMBER 2013 LOT BLOCK: PO of —'- LOT — BLOCK: PC -It— of LOT— BLOCK: PGof OPT, '310' LAUNDRY UPPERS COUNTERTOPS COUN'T'ER'T'OPS 42" R .. ... . .... ..... . .. ------ ------Utl fel' - OPT. LAUNDRY UPPERS Doorstyle: PARTS: i o OWNER'S UKH-1 2 - UF6P I - UM8 BLD TOP COLOR: 00 I FL24 (VOIDS) I - EDGE: I CM8 BLD (01-r1'.) HDWE: LJ 4 - DOORS 11 1UF6P (1........... R........ ....... KITCHEN TOP TOP COLOR: EDGE: DCT 6" BACKSPLASH IN KITCHEN ONLY R USED COLORED CAULK R= 2 1/2" RADIUS TOP COLOR: EDGE: R= 2 1/2" RADIUS All klilrwmioll;s ,;izc dw;ieliatkav; TIMBERLAKF Dehpicn Juirrril7ci Ney(km All —Ifillloirllurv; size dc,,,ignatiorts, TIMBERLAKE' De,igiiuc Juirtril:vr Nvy(4-111 Dc3ignud; 9)18!'20G All klim.lniull�, :�i4Q (10�3iguatiuxv; �ViVQIJ 111%) JUbJuct to votifivatiou cm Pfinted: 9,119120 13 tU VOUMQZ11,1011 v1L TIMBERLAKE De5jigaer: J.imiC.r Nvy(k.n 9118/2013 Pfin(cd: 9,'19,"2013 ,ivcn are sub uct Lo vu[ifleatiou on job rito and adjo�tniunl Lo fitjub Thij ij an tiginal dwilga and I J pfillicki; 9,,19,'2013 "a" job tJitl arid adjU-Amunt Lo 14job Tlli� is (III QdVillUl dVAJp,111 and 111LUJ( job 'Situ •and to 11tiob Thiv i,3 ml o6yhlal de -gig I oad corldifiwis. not be rcto --,cd or copied anic ff conditiorvs, not 13,0 released or Qopickj 1111tess conditions. 110t be rc1c,,ucd or cc.pi"t ullle�� applicablefo rjub c has h�Qn paid o applicable fee has beca paid orj, b rtppliQable tize has bcwi�'pMd or job order placed. order13 laced. order placcd. 166-/ 1 iA [I IS -OP] S 61, (09- 18- 1.,) loor PILL111 DraxviMn ILL 166-7 KIT 36 (if, (09- 1 N- 13) t)4'r [,Ia" I ;cait o 1 r-2-, 1', 166/ 1 1A I'l ]�;-OP'l S (i). (09- 18- 1:,—) 0 1 -, T Ill -I Drawing 0 1 :2 CABINET LAYOUTS- SALE: N.T.S. s COMP FILE COMMUNITY lot. blk ISSUED q.5.15 REVISED q.15.13 • CABINET LAYOUT5 • I y I DWN BY: R.R. CHECKED BY: SHEET NUMBER CB -1 OF ,E2 cl� cis • CABINET LAYOUT5 • I y I DWN BY: R.R. CHECKED BY: SHEET NUMBER CB -1 OF cl� 7� 0 • CABINET LAYOUT5 • I y I DWN BY: R.R. CHECKED BY: SHEET NUMBER CB -1 OF °„ � o _�...-... _. O F a t O a o _ 2"X6" ° FACIAf* vo OUTLOOKERS 0'24" O.C. -- ARROW INDICA,rES LONG DIR. OF PLYWD. ° OU GABLE END TRUSS=�.,, (WEBS REMOVEDN, FOR CLARIT )j\ X = 8d RING SHANK @ 3" O.C. ON EACH SHEET OF PLYWOOD 0 = 8d RING SHANK @ 6" Fi�Y O.C. ON EACH SHEET OF PLYWOOD ❑ = 8d RING SHANK Cal 8" O.C. ON EACH SHEET OF PLYWOOD NAILING SCHD./COAL WALE: TI.TA. R rXiE LINE 0 = 8d ringshank @ 6" O.C. ON EACH SHEET OF SHEATHING NAILING 6GHE1D./ IIP SCALE= SCHEDULE- 145 m1ph ZONE (MAX) * * + + + * * 8d RINCx SHANK a 3" O/C Sd RIND SWANK a Gam" O/C `+++++`+ +}+'+ a �AI3LE END WALL OR OR BUILDING END ZONE r ++++ }++ ' + ' * ++ ad RINr 5HANK a a' O/C INTERMEDIATE SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION SIMPSON Ni'iT513 W/ (4) 1/4" x 1 1/2" TAP - CONS INTO TIE 5EA U RETROFIT -MTS ANCHOR TYPICAL META HETA INSTALLATION TYPICAL HTS INSTALLATION "x BUILT-UP COLUMN LL EVERY NAIL OLE W/16d AILS '8"Ox8" "J" BOLT OR '8"0 WEDGE ANCHOR / MIN. 5" EMBEDMENT SIMPSON HTT - TYP. 3/4"0 "rHRU BOLT SIMPSON HTT TYP. GIRDER TRUSS FILL EVERY NAIL HOLE W/16d NAILS 2X Top PLATE FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TIE NTT I TYPICAL. HTT TO L3UILT-UP COLU-TIN DETAIL RMMUIRRO sArWrY (31.4ZING 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. 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 BX 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 P11ST NAILING NOT TO SCALE - rue -tura l No 1.) CODES: 1.1 The Florida Duilding Code (2010 Edition). 1.2 Duilding coop requirements for reinforced concrete (ACI 3180e,) STD. 90° HOOK /-BOND BEAM LILI Led stri + +++ Sole late to ,Joist or l6d common +%++++++ blockin , face nail h # + + + + + + +# J 1.4 h+ + + To of sole late to stud, ]rod common 2 and nailed h+i}*+ + + + + + h Stud to sole late, toe nail i i ++ h i # h Doubled studs, Face nail + i -1- _._�L - +++t - nail %++++ + ed e Continuous header to +t+ 3 Stud, toe nail + + Design methods. 1Xa sheathin or less to ad common + + h each bea r in , face nail + + } +++++4 + h + ++ rang-L.am. stress grades shall provide the following minimum properties: 51 +++ 3 each bearing, face nail 3.1 RIDGE LINE ++++++++ + + } h 24" O.G. h ++*+t + V7 ++++%+++ Table R401.4.1 (FDC -R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey and bottom and FC -1 = 1020 PSI (perpendicular) r h hiMI sta Bred 2 ends '%%,+,+ + + + + a t ea ch i h + +++++ + S Tice +++ +++ 4"O.C. at ed es ++ +++ ++++ +++} +++#+++++ +++## +## + ++ ++++ ++++ # + } } + + + +Z+++, 4 } } } } } } + } } }++++++++++ + } h +++ ++ + + + + + + } t } + 1 + + + + + + +#+} + + ++ +++++ + + + + + + + + + + } h } + + 111ro" head + + + + + + + + + +h+ + + +#++++++ + + ++}++ Installation of all steel to he performed by a qualified, licensed steel erector. + + + + i� + + + + + + + + +} + + + + + } +*++ SCALE= SCHEDULE- 145 m1ph ZONE (MAX) * * + + + * * 8d RINCx SHANK a 3" O/C Sd RIND SWANK a Gam" O/C `+++++`+ +}+'+ a �AI3LE END WALL OR OR BUILDING END ZONE r ++++ }++ ' + ' * ++ ad RINr 5HANK a a' O/C INTERMEDIATE SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION SIMPSON Ni'iT513 W/ (4) 1/4" x 1 1/2" TAP - CONS INTO TIE 5EA U RETROFIT -MTS ANCHOR TYPICAL META HETA INSTALLATION TYPICAL HTS INSTALLATION "x BUILT-UP COLUMN LL EVERY NAIL OLE W/16d AILS '8"Ox8" "J" BOLT OR '8"0 WEDGE ANCHOR / MIN. 5" EMBEDMENT SIMPSON HTT - TYP. 3/4"0 "rHRU BOLT SIMPSON HTT TYP. GIRDER TRUSS FILL EVERY NAIL HOLE W/16d NAILS 2X Top PLATE FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TIE NTT I TYPICAL. HTT TO L3UILT-UP COLU-TIN DETAIL RMMUIRRO sArWrY (31.4ZING 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. 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 BX 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 P11ST NAILING NOT TO SCALE - rue -tura l No 1.) CODES: 1.1 The Florida Duilding Code (2010 Edition). 1.2 Duilding coop requirements for reinforced concrete (ACI 3180e,) STD. 90° HOOK /-BOND BEAM LILI Led stri !rod common 3 at each joist Sole late to ,Joist or l6d common I6" O.G. blockin , face nail structures (ASCE -1.10). (o.l Wood framing structural members: Southern yellow Pine J 1.4 Specification for the design, Fabrication and erection of structural steel for To of sole late to stud, ]rod common 2 and nailed buildings (,4150 9th edition). Dearing Wall Wood Stud Framing± Southern Yellow Stud to sole late, toe nail ad common 4 Doubled studs, Face nail 10d common -1- _._�L - lod common - nail Pine #I studs 2"x ed e Continuous header to ad common 3 Stud, toe nail l Design methods. 1Xa sheathin or less to ad common L, each bea r in , face nail -1.1 \-(1)05 VERTIC,4L TO TOP OF BOND BEAM STEP MASONRY WALL STEP NOT TO SCALE NAILING -i= SCHEDULE Led stri !rod common 3 at each joist Sole late to ,Joist or l6d common I6" O.G. blockin , face nail structures (ASCE -1.10). (o.l Wood framing structural members: Southern yellow Pine J 1.4 Specification for the design, Fabrication and erection of structural steel for To of sole late to stud, ]rod common 2 and nailed buildings (,4150 9th edition). Dearing Wall Wood Stud Framing± Southern Yellow Stud to sole late, toe nail ad common 4 Doubled studs, Face nail 10d common 24" O.G. Doubled to Plates, Face lod common IG" alone each nail Pine #I studs 2"x ed e Continuous header to ad common 3 Stud, toe nail Design methods. 1Xa sheathin or less to ad common 2 each bea r in , face nail -1.1 rang-L.am. stress grades shall provide the following minimum properties: Over 1X8 sheathin to ad common 3 each bearing, face nail 3.1 The foundation system for the attached project is designed For a minimum soil 5uild-u corner studs ]rod common 24" O.G. >�ui Id -u riders and 20d common 32" O.C. at to beams u to three members Table R401.4.1 (FDC -R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey and bottom and FC -1 = 1020 PSI (perpendicular) sta Bred 2 ends Fc -11 = 3,180 PSI (parallel) a t ea ch It is the Contractors responsibility to have a geotechnical investigation conducted to S Tice 1/2" G sum Sheathing11 a 1-1/2" 4"O.C. at ed es -1/leo " head 8" o.c, at other bea r in 5/8" Gl sum sheathin it a 1-3/4" 4"O.C. at ed es 8) STEEL. 111ro" head a" o.c. at other bearin G sum Wa I (board Installation of all steel to he performed by a qualified, licensed steel erector. 1/2" 1-3/a" dr wall nail 1"O r. on ceilin s Fabricate and erect all structural steel in accordance with A15C "Specifications for the design, 4.2 8"O.C. on wa 115 fabrication, and erection of structural steel for buildings. 4.3 Welded wire fabric (WWF)., ,OSTM A185. -1/2" dr wall nail 7"O.C. on ceilin s 4.4 Detail reinforcement in accordance with ACI 31E, on walls Hardboard La Sidin ad corrosion resistant 10" O.G. at to Direct to btuds with minimum shank and bottom ed es Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced dia. of 0.OS50 inch Welded connections: E10XX electrodes, minimum size fillet welds 3/10", AWS certified welders. and minimum head 8.& Where steel beams are Continuous over columns, provide web stiffener plates on each side of the dia. of 0.240 inch contractor's option, web, of a thickness equal to beam flange thickness, located at the center line of the tube column. 4.7 Hardboard La Sidin , 10d corrosion resistant 16" O.C. at too over s eat Ing with minimum shank and bottom ed es Contractor until required Connections or elements are in place. dia. of 0.0990 inch 90 de rep hooked bars shall have a 10" leg and be bent with a radius of 2" and minimum head 50 MA50 Y: dia, of 0.240 inch 5.1 Design and construction shall conform to the specification of the National concrete masonry Hardboard Panel sidling, rod corrosion resistant 6" O.C. at ed es Direct to to s with minimum shank 12" O.C. at dia. of 0.0920 inch Intermediate Minimum masonry unit strength: (Fm) 1900 F'SI and minimum head supports 5.3 dia. of 0.225 inch 9.3 IF THE TRUSS INFORMATION PROVIDED iN THESE CONSTRUCTION DOCUMENTS 5.4 All dock cells and cavities below grade Shall be filled with concrete. Hardboard Panel Sidin 8d corrosion resistant 6" O.C. at ed es Over to Studs with minimum shank 12" O.C. at openings greater than or ec Iua I to o' -O". Fill cells w/(2) 05 vert. shall be located at each dia. of 0.0520 inch Intermediate and minimum head supports CONSTRUCTION COSTS i�ESULTINC-� FI�Oi"1 T1�U55 PAGKAC-cE fi�E��ISiONS DE�rELO�'ED �3Y 0`iNEfi� of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other"� WOOD; "design 2.2 balconies -60 F'SF live load or adjacent living space live load. �.2 Design, fabricate and erect wood trusses in accordance with the specification for structures (ASCE -1.10). (o.l Wood framing structural members: Southern yellow Pine J 1.4 Specification for the design, Fabrication and erection of structural steel for Headers/Beams/Post5- Southern Yellow Pine *11 5C51 2008 ed. Cif applicable>. cn buildings (,4150 9th edition). Dearing Wall Wood Stud Framing± Southern Yellow Pine 42 studs 2"x 4" spaced /@ 12" C.C. 1.5 "Design Specification for light metal plate connected wood trusses" by the Truss 1 Southern Yellow Pine *12 studs 2"x 6" spaced /@ 10" O.C. Plate institute (TPI) 1985 Edition. Southern Yellow Pine #I studs 2"x 4" spaced @ l&" O.C. 2.) DESIGN CRITERIA: UNLESS NOTED OTHERWISE ON PLANS 2.1 Dwelling floors - 40 PSF live load. W "design 2.2 balconies -60 F'SF live load or adjacent living space live load. �.2 Design, fabricate and erect wood trusses in accordance with the specification for 2., Walkways - 80 F'SF !wive load. J light metal plate connected wood trusses" by the truss plate institute, TPI 1, 200-1 ed. and 2.4 hoof over living areas - 30 PAF live load. l� PSF (I PSF fi/C 10'SF/C) dead 5C51 2008 ed. Cif applicable>. cn load for shingle roofs: 25 PSFNE5 F'SF T/C 4 10 PSF D/C) dead load for the roofs. ,ro 3 All exposed wood or wood in contact with earth or concrete to be pressure treated. 2.5 Wind Speed -139 MPH and has been interpolated as allowed by note 2 in Figures R'301.2(4) Roof sheathing. 1/2" C.D.rade plywood Cor 15/32" CSD) when using fiber lass/a5 halt g: g p y g g p and 1�09A in the FDC -Residential and FDC. Interpolation has been conducted using shingles over felt. 5/8" G.D. grade plywood (19/32" 055), when using concrete / ceramic the roofing the property location and the Applied Technology Council UJindspeed l,Uebsite. &.5 Untreated wood shall not be in direct contact with concrete. SEAT plates Shall be provided 2.ro Note all structural members in the residence will be designed using Allowable Stress a t bearing locations without wooden top plates. Design methods. -1.) TANG- LAM LVL: 2_-1 Net uplift dead loads 10 PSF Shingle 15 F'SF tile. -1.1 rang-L.am. stress grades shall provide the following minimum properties: 3.) SOIL: E = 2,000,000 PSI 3.1 The foundation system for the attached project is designed For a minimum soil Fb = 3,100 PSI bearing pressure of 2000 p5F. The soil bearing pressure i5 in compliance with Ft = 2,300 PSI Table R401.4.1 (FDC -R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey FC -1 = 1020 PSI (perpendicular) Gravel (SUJ,Sfi�,SM SC,GM and GC) Fc -11 = 3,180 PSI (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to F - 290 P51 verify that the on-site soil conditions fulfill the soil design characteristics listed here. Contact engineer if other types of LUL beams are to be used. Contractor to submit geotechnical engineering report to Engineer of Record for review. 8) STEEL. �-_) CONCRETE: 8.1 Installation of all steel to he performed by a qualified, licensed steel erector. 4.1 Concrete compressive strength at 28 days: 3000 psi (normal l weight). 8.2 Fabricate and erect all structural steel in accordance with A15C "Specifications for the design, 4.2 Reinforcing bars: ASTM �44G 15 (Grade roO). fabrication, and erection of structural steel for buildings. 4.3 Welded wire fabric (WWF)., ,OSTM A185. 8.3 Structural steel to be AeTM A3& unless noted otherwise. 4.4 Detail reinforcement in accordance with ACI 31E, 8.4 Steel Wide Flange to be ASTM A592 unless noted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. 8.4 Steel tubing shall be ASTM .4500, grade D. 4.� Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced 8.5 Welded connections: E10XX electrodes, minimum size fillet welds 3/10", AWS certified welders. with 6x& wl.4x w1.4 W.W.F. at mid depth of slab. fibermesh may be used in lieu of WWF 8.& 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. 4.7 Concreting operations shall comply with ACI standards. 8.1 The steel frame is "non -self supportinc3". Adequate temporary support shall be provided by the 4.8 Lap splice shall be as follows: #& bar 3&", 415 bar 30", 1*4 bar 24", 113 bar 18". Contractor until required Connections or elements are in place. 4.9 90 de rep hooked bars shall have a 10" leg and be bent with a radius of 2" 9) TRUSSES: 50 MA50 Y: 5.1 Design and construction shall conform to the specification of the National concrete masonry 9.1 ALL CONNECTORS SPECIFIED AS PER 5IMP50N CATALOG C-2011. CONTACT Association and ACI 530. Contractor is solely responsible for all temporary bracing and shoring THE STI�UCTUfi�ES GROUP, INC. FOR ALL CONNECTOR SUBSTITUTIONS. required during construction. 92 Pfi�E_ENG iNEERED 1,0000 TRUSSES TO DE SPACED � 24" O.,C. TYPICAL 5.2 Minimum masonry unit strength: (Fm) 1900 F'SI UNLESS NOTED OTHERWISE ON TRUSS ENGINEERING PACKAGE. 5.3 Mortar shall be type S or M. 9.3 IF THE TRUSS INFORMATION PROVIDED iN THESE CONSTRUCTION DOCUMENTS 5.4 All dock cells and cavities below grade Shall be filled with concrete. 15 REVISED DY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTi�ACTOR, OTHER 5.5 Fill cells w/(1) O5 bar shall be located PER PLAN ( 4'-0" O/C TYP.) at each corner and each side of DESIGN PROFESSIONAL), IT 15 THE CLIENTS RESPONSIBILITY TO SUBMIT CHANGES TO openings greater than or ec Iua I to o' -O". Fill cells w/(2) 05 vert. shall be located at each THE STRUCTURES GROUP, INC. FOfi� REVIEW. T1--lE CLIENT IS RESi�ONSIDLE FOR ANY side of openings 10'-O" and greater, at all girder bearings, including hip -set girders. CONSTRUCTION COSTS i�ESULTINC-� FI�Oi"1 T1�U55 PAGKAC-cE fi�E��ISiONS DE�rELO�'ED �3Y 0`iNEfi� U4 0 0 U O� Ap l 0,0 I, V I LA0 W r+ V v 0) 0 PAW) co COQD to V_CIO co 00 tko al dj13 0 �P-1 � RN MUM MUCTION UUW� RiUSE IS PROF PK NOTE: IT Is THE CONTRACTORS RESMONSNAUTY TO WWW ALL ORAOM BEFORE CONSTRUCTION BEGINS. TIE ENGINEER OF RECOiD IS RESPONSM FOR THE STRUCTURAL NIEGRITY OF THIS PR4111ECT ONLY. MY DISCRMANCY BETWEEN FELO CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUlDING M-F1HOD5, AND THESE SIGNED ATPD "FD DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF 1HE ENGINEER OF RECORD PRIOR TO TW OOMM04CEMDIT OF CONSTRUCTION. CONTRACTOR TO VrWY ALL MMM PRIOR TO START OF ANY C0"31R61CMK WE STRUCTUMS GROW is NOT FOR MY DRONSKIM ft S7RUCfi1RE3 GROUP IS RE"MA FOR MMM CHANCES lO M M & 5TiM1CTl1RE SHOTMI ON MN PAGES ONLY. TIM: STRUCTURES OROUP IS NOT lM%VNSM3LE FOR E MSiMili 311AXIU M. COMPOTIl]IT'S. To the best' of the engineer':} knowledge, the plan:! and .specifications comply with the ntiniuttun requirements of The Florida Building ;:ode - Residential. (20W9ditTGN Plans and s�lrkmtkN* ly with the Plorlda wk" Code - , seotlon Mel Phos and speoll'i"tkWns ooW19 with the Mortda (au1 sole seollon WAM to 'i.NA mph mW auris tam �ltlon) 1Ws 4*wkM b valid for 12 mo** attar the data R Is s and sealed or until the rewraww" of 002 edition of the Florida 9Mld?Ag Cods Ts dlaneedIN* 4*awirig Is 94yowd and sealed for the .tmaitwal �orttons the awkV on mal, sisotrl 1, or MleeNmiaal details, If sham, are for visual referensa only and are na't caver al under this seal. REV. I DATE & COMMENTS I BY Q Z W w 0 � z = J I Q Z � 0 U p D I cn o JOB NUMBER: 2012 DATE: .JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S 1 SIGN & SEAL ICT 3 11 20V 12 (T`(P) VARIES 1/2" CD (CEILING DENSITY BOARD) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CLG.& S" 0/C WALLS 1X P.T. NAILER STD. 90° HOOK SEE DETAIL THIS SHEET R4.2 MIN. INSULATION ON EXT. BLOCK WALLS 1X WD FURRING 024" O.C. - 1/2" GYPSUM Altmmatr atloti Icynwrte men celled "aged foam ineulation system with equivalent tubulation ret of R -W: Is approved for use in the roof franlrg byetein. Insulation aystem to be N»talled Ixu Certified Icyrtwrie Insulation installer. Installer to provide Contractor with insulation cAwtificate at time of a»tallattom /- PRE-ENGINEERED WD TRUSS 024" O.C. U.N.O. PEEL AND STICK ROOFING IJNDERLAYMENT (TILE) 15 LB ROOFING FELT (SHINGLES) R-30 MIN. INSULATION HURRICANE ANCHOR ® EACH TRUSS (SEE UPLIFT SCHEDULE) SHINOLES OR CONCRETE TILE (INSTALL AS PER MANUFACTURER) HELI aE ROOF SYSTEM TiLE ROOF SYSTEM *m, pt4D 9NT t ome 114' i APIAW 060 4WATtI#4 SMAIMOO K""NMV To PA071111*0 To 1pues E>• wrm ad "mus lr4 wins ed FUNC&OW R 06141AW NA" w !'®AC NAT w $V/C DaMAPMO, 0' IOUWAPM, b' 010 ids 4 e' BAC Imo 4 r 0/c OAC FLEW DRIP FASCIA BOARD _ 8"X8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED W/ 2500 P.S.I. CONCRETE 8" C.M.U. TYPICAL TYPE "S" MORTAR DECORATIVE COATING 12 (T`f=) 5EE ELEV TOP SPLICE OUBLE 10d Od (g 8" 0/C SIMPSON SP4 © EA. STUD NOTE: Ll/ PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL TOP PL ATE SPLICE SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS #2 SYP. DOUBLE TOP PLATE-/ SIMPSON SP4 CONNECTOR— / WALLBOARD U.N.O. U) (1) #5 VERT. REBAR IN FILLED 1/2" CDX PLYWOOD OR 7/16" ° 0 n 00 REBAR, GRADE 60 oa° 000 000g vooa°o°° (SEE PLAN FOR 0 008000 ° CELLS. SEE FOUNDATION PLAN O.S.B. SHEATHING REQ'D. FOR FOR LOCATION. ALL EXTERIOR OR SHEAR WALLS STEEL AND WIRE PRODUCTS, STEEL GE SHALL B INC. RADE MASONRY WALL ATTACHMENT a AS INDICATED ON THE PLAN. 2X PT BUCKS ATTACHED TO MASONRY W/ ?6„ Ax2j” MIN a' C.M.0 WALL w/ DURO-WALL ATTACH SHEATHING W/ 8d HORIZONTAL WALL REINFORCEMENT RINGDSHANK NAILS IJ 3" O.C. @ 1X P.T. BASE NAILER _ SEALANT BED ATEVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. 0 EDGES, BASEBOARD 4"X4" INSPECTION PORT AND @ 6" O.C. (9 FIELD ----�" DRAWN BY SHORING TO REMAIN IN PLACE AT EACH FILLED CELL TYPICAL 4" 0/C EDGES, AND 6" O/C FIELD. MIN. 2500 PSI FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE W m J TERMITE PROTECTION MUST GOMPLY HIT I SEG. 10ciO.4, CONC SLAB CURING. POUJERBOX LINTEL BEAM DETAIL 1� a 1403.8, 1503.6, 1816, 2303.1.5.3.1, 2303.1.8 AND 2504.11 (FBG 2010) 6X6 W1.4XW1.4 WWF SCALE: N.T.S. IDING TO FINISH 6" 1/2"0 WEDGE TYPE HEADER BLOCK U.N.O. ABOVVESFINISHED GRADE OR ----------` 00 vi0 GRADE SIMPSON SP4 CONNECTOR EACH STUD OVER WIRE LATH SIMPSON SP4 @ EA. STUD T NOTES: %\%\ 1/2" MIN. 6 MIL VAPOR BARRIER /\// / N _I 1. FILL ALL CELLS WHEN �3 STEM WALL IS BETWEEN _ CLEAN POISONED AND COMP. w ¢ 24" AND 40" IN HEIGHT\ \ \ - z BOTTOM SPLICE OVER STUD 5CALE: N.T.S. E -ENGINEERED WOOD TRUSSES Q 24" O/C rUPLIFT CONNECTOR (SEE SCHEDULE) �_DOUBLE 2"x4" TOP PLATE CRICKET AS REQUIRED SIMPSON SP4 @ EA. STUD 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 1/2"0 WEDGE TYPE ANCHOR BOLT O 24" O.C. W/4" MIN. EMBEDMENT STUD OPTIONS: 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 2"x 4" SYP #1 SPACED @ 16" O.C. AND FILLED W/ 2500 PSI CONCRETE R-11 INSULATION 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK KNEE WALL ABOVE MA50NRY WALL DETAIL Gj SCALE: N.T.S. (1) ROW 2x BLOCKING FOR WALL HOT.=8'-6". (2) ROWS 2x BLOCKING FOR WALL HOT. > 8'-6". LOAD BEARING EXTERIOR WALL 1/2" 0 EPDXY ANCHOR 0 24" O.C. W/6" MIN. EMBEDMENT (USE SIMPSON SET EPDXY) OR 1/2" X 6" J BOLT @24" O.C. --b- .......6X6 W1.4XW1.4 WWF ............... ..................� 4 p 501 L.95% MODIFIED PROCTOR - - ( //�//i/ L J ABOVE GRADE. W z b_ 07 _ ��\�� 3 1/2" MIN. PER ASTM D1557) STD. 90' HOOK C3 1/2 ')N, 2. FOR STEM WALLS SEE PLAN '3" [MIN. CLR. (SEE DETAIL) GREATER THAN 40" SEE PLAN HIGH- CONSULT ENGINEER SEE PLAN 4" SEE PLAN 8" TYPICAL 5TEMUJALL WALL SECTION r7*\ U.N.O. MIN. 5CALE: N.T.5. CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. 1x P.T. BASE NAILER 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL BASEBOARD 6x6 W1.4xW1.4 WWF— n S'FD. 90' HOOK (SEE DETAIL) Z ��---77-- -\ ---r----- - � p p G i- _ EL Z BARRIER /� I V) 3 MIN. CLR. \ CLEAN POISONED AND COMP. #5 REBAR CONT. SEE PLAN SOIL. (COMPACTED TO 95/ MODIFIED ON 3" CHAIRS TYP. PROCTOR ASTM D1557) SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTA"FION TO INSPECTOR FOR VIEW. ALTERNATE M0N0—FOOTING-T 2 5CALE: N.T.S. ` r 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINSHANK NAILS @ 3" 0/C BOUNDARIES, 4" 0/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS; 2"x 4" SYP #2 SPACED @ 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" O.C. 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" 1/2"0 WEDGE TYPE WOOD SIDING TO FINISH 6" ANCHOR BOLT 24" O.C. ABOVE FINISHED GRADE OR DECORATIVE CEMENT W/4" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF SIMPSON SP4 @ EA. STUD 2X P. PLATE _ 1 ----------------- ----� - z W Z L 6 MIL VAPOR / \`.\��\�c�� G BARRIER _ MIN. CLR. #5 REBAR CONT. SEE PLAN ON 3" CHAIRS TYP. SEE PLAN TYPICAL EXTERIOR FRAME WALL MONOLITHIC FOOTING 5CALE: N.T.5. TYPICAL 15EARING WALL / STET 5CALE: N.T.5. NOTE: SEE SECTION C/S2 FOR ADDITIONAL INFORMATION SIMPSON SP4 CONNECTOR---\ 2"x PLATE (1) ROW 2x BLOCKING FOR WALL HGT. 8'-6". (2) ROWS 2x BLOCKING FOR WALL HOT. > 8'-6". 1/2"0 WEDGE TYPE ANCHOR BOLT Q 24" O.C. W/4" MIN. EMBEDMENT i 6X6 W1.4XW1.4 WWF /\//\\/ \ p `�/�\\/ 4 \/ 5 CONT. / \/` ��\\ \\\ \�\\ NOTE: # //j /�/ // HILTI 1/2"0 KWIK BOLT II 8" SEE PLAN 8" W/ 6" EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS. TYPICAL INTERICF, �5EAi21NG WALL 5 5CALE: N.T.S. NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT KNOCK -OUT BLOCK W/ (1) #5 NOTES: 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FiLLED LINTEL ASSEMBLY 5CALE: N.T.S. �8" C.M.U. -SINGLE 2"x P.T. STUD -#5 VERT. IN FILLED CELL 1/2" x 6" "J" BOLT 0 24" O.C. VERT. OR 1/2" X 6" WEDGE ANCHOR "x P.T. PLATE FRAME WALL TO G.M.U. WALL CONNECTION SCALE: N.T.S. (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN �\ (2) SIMPSON MSTA24@ EACH END UNLESS NOTED OTHERWISE ON PLAN \� 2 -ROWS 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3 -ROWS \ 16d NAILS STAGGERED @ 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS 0- 16" 0/C TYP, SEE FLOOR PLAN FOR HEADER SIZE (1) 2"x4" 'TRIMMER STUD (TYP.) -(1) SIMPSON HTT5 U EACH POST UNLESS NOTED OTHERWISE ON PLAN P.T. BOT. PLATE * UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD 5EARiNG/EXTERI0R WALL HEADER DETAIL 1 5CALE: N.T.5, BLOCK WALL BEYOND EXPANSION JOINT VARIES rO.H.D. RECESS D- \//\�//\//� o 1' 4„ (2) #5 CONT. SCALE: N.T.S. Or REBAR, GRADE &0 (SEE PLAN FOR NUMBER AND - LOCATIONS) CMU MASONRY UNITS COMPLY WITH A5TM C90, GRADE N W1 F'm = 1900 PSI, TYPE '5' MORTAR. GRO" ALL CELLS SOLID. GROUT =3,000 PSI. SLUMP RANGE a' - 11'. ROD OR V113RATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS), GROUT SHALL COMPLY WITH A5TM C416-83 AND BE EITH� FINE GROUT, WOOD WALL ATTACHMENT ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x2Y2"' WOOD MASONRY WALL OR WOOD SCREW 0 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL MEET REQUIRED WIND PRESSURES. X1D°0 0s$b$a�s0�Ses0 0000oaoSo og0r, 0 ° 8833SSog'sps- u OPENING """Don "" PREFORMED POWERS STEEL MOB sos as U) Oslo, poO pq8 00000 LINTEL SHALL BE ° 0 n 00 REBAR, GRADE 60 oa° 000 000g vooa°o°° (SEE PLAN FOR 0 008000 ° GALVANIZED COIL STEEL A5 MANUFACTURED BY POWERS - CLEAN, POISON AND COMPACT SOIL NUMBER AND— 38o go° LOCATIONS) STEEL AND WIRE PRODUCTS, STEEL GE SHALL B INC. RADE MASONRY WALL ATTACHMENT a ASTM A570 GRADE C (Fy 2X PT BUCKS ATTACHED TO MASONRY W/ ?6„ Ax2j” MIN SHORE LINT�SKS REQUIRED EMBED TAPCOPJ MASONRY SCREWS AT 8" O.C. MAX AND AT 4" FROM CORNERS. SET BUCKS IN CONTNUOUS TO COMPENSATE FOR DEAD SEALANT BED STD. 90' HOOK. -y' 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 DEFLECTION OF -- NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. DRAWN BY SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON 4" 0/C EDGES, AND 6" O/C FIELD. A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE ALLOW FOR CONCRETE GROUT NOTES: 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FiLLED LINTEL ASSEMBLY 5CALE: N.T.S. �8" C.M.U. -SINGLE 2"x P.T. STUD -#5 VERT. IN FILLED CELL 1/2" x 6" "J" BOLT 0 24" O.C. VERT. OR 1/2" X 6" WEDGE ANCHOR "x P.T. PLATE FRAME WALL TO G.M.U. WALL CONNECTION SCALE: N.T.S. (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN �\ (2) SIMPSON MSTA24@ EACH END UNLESS NOTED OTHERWISE ON PLAN \� 2 -ROWS 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3 -ROWS \ 16d NAILS STAGGERED @ 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS 0- 16" 0/C TYP, SEE FLOOR PLAN FOR HEADER SIZE (1) 2"x4" 'TRIMMER STUD (TYP.) -(1) SIMPSON HTT5 U EACH POST UNLESS NOTED OTHERWISE ON PLAN P.T. BOT. PLATE * UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD 5EARiNG/EXTERI0R WALL HEADER DETAIL 1 5CALE: N.T.5, BLOCK WALL BEYOND EXPANSION JOINT VARIES rO.H.D. RECESS D- \//\�//\//� o 1' 4„ (2) #5 CONT. SCALE: N.T.S. Or REBAR, GRADE &0 (SEE PLAN FOR NUMBER AND - LOCATIONS) CMU MASONRY UNITS COMPLY WITH A5TM C90, GRADE N W1 F'm = 1900 PSI, TYPE '5' MORTAR. GRO" ALL CELLS SOLID. GROUT =3,000 PSI. SLUMP RANGE a' - 11'. ROD OR V113RATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS), GROUT SHALL COMPLY WITH A5TM C416-83 AND BE EITH� FINE GROUT, WOOD WALL ATTACHMENT ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x2Y2"' WOOD MASONRY WALL OR WOOD SCREW 0 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL MEET REQUIRED WIND PRESSURES. X1D°0 0s$b$a�s0�Ses0 0000oaoSo og0r, 0 ° 8833SSog'sps- u OPENING """Don "" PREFORMED POWERS STEEL MOB sos as U) Oslo, poO pq8 00000 LINTEL SHALL BE ° 0 n 00 REBAR, GRADE 60 oa° 000 000g vooa°o°° (SEE PLAN FOR 0 008000 ° GALVANIZED COIL STEEL A5 MANUFACTURED BY POWERS - CLEAN, POISON AND COMPACT SOIL NUMBER AND— 38o go° LOCATIONS) STEEL AND WIRE PRODUCTS, STEEL GE SHALL B INC. RADE MASONRY WALL ATTACHMENT a ASTM A570 GRADE C (Fy 2X PT BUCKS ATTACHED TO MASONRY W/ ?6„ Ax2j” MIN SHORE LINT�SKS REQUIRED EMBED TAPCOPJ MASONRY SCREWS AT 8" O.C. MAX AND AT 4" FROM CORNERS. SET BUCKS IN CONTNUOUS TO COMPENSATE FOR DEAD SEALANT BED of BLOCK LOAD DEFLECTION OF NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. DRAWN BY SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON 4" 0/C EDGES, AND 6" O/C FIELD. A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. CURING. POUJERBOX LINTEL BEAM DETAIL 1� UJINDOJ / DOOR DUCK ATTACHMENT5 la WALLS > 8'-6" SCALE: N.T.S. 6X6 W1.4XWL4 WWF OR FIBERMESH lz<................................ _ .....................................p ....... ................. .Gp...:..... GRADE 4, 8.. (1) #5 CONT. MIN. TYPICAL THICKENED 5LAE5 EDGE X10 SCALE: N.T.S. TRUSSES i 5EE UPLIFT SCHEDULE 4' CONCRETE SLAP 6'X 6' UJ1.4WL4 WLUF TOP COURSE 5'xa'XI&' CONC. K.O. BLOCK W1 • POURED CONC. 4 1X6 PT 1-n5 REINF. CONT. PRECAST GONG, LINTEL U/ REINFORCING TEMPERED DOOR TRACK GLA55 (SEE FLOOR PLAN) SET TRACK IN A FULL BED OF CAULK f d U) ..•.1 Uj CLEAN, POISON AND COMPACT SOIL (COMPACTED TO 95% MODIFIED /\c PROCTOR ASTM D1557) SEE PLAN NOTE: INSET TRACK FROM OUTSIDE FACE _ SGD SEurmN of BLOCK NOT TO SCALE JOB NUMBER: 2012 1/2" MIN. PLYWOOD SHEA-THING NAILED DRAWN BY W/ 8d RINGSHANK NAILS @ 3" O/C BOUNDARIES, STUD OPTIONS; 4" 0/C EDGES, AND 6" O/C FIELD. 2"x 4" SYP #2 SPACED @ 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" O.C. _<8--6" (2) ROWS FOR 2"x 4" SYP #1 SPACED CO 16" O.C. WALLS > 8'-6" IDING TO FINISH 6" 1/2"0 WEDGE TYPE ABOVVESFINISHED GRADE OR ANCHOR BOLT 0 24" O.C. DECORATIVE CEMENT W/5" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF — SIMPSON SP4 @ EA. STUD T �- 2X P.T. PLATE d _ _ 00 o #1 z GRADE 6 MIL VAPOR BARRIER CLEAN POISONED AND COMP. //\/. z Lij z SOIL. (95% MODIFIED PROCTOR '' //\//�/ = cn PER ASTM D1557) - - 3' MIN. CLR. NOTES: SEE PLAN SEE PLAN 1. FILL ALL CELLS WHEN ON 3" CHAIR STEM WALL IS BETWEEN 24" AND 40" IN HEIGHT ABOVE GRADE. 2. FOR STEM WALLS GREATER THAN 40" HIGH- CONSULT ENGINEER TYPICAL EXTERiOR FRAME WA STEM WALL FOOTING SCALE: N.T.S. SILL .JLC. r\i 1r��.niw 1 1 VL Ir11L r\U lJ VL. ujiNDow sE ON 13 5CALE: N.T.5. PRECAST LINTEL (W/(1) #5 CONT. FOR OPENINGS GREATER THAN W-0". SEE PLANS FOR ADDITIONAL REQUIRED REINFORCEMENT. WINDOW BUCK ALUMINUM WINDOW CAULK ®EA. WINDOW PRECAST CONC. SILL TYP. SECTION THRU WINDOwr SCALE: N.T.S. -A,EXTEND FILLED CELL `REINFORCEMENT TO PAD MAT REINFORCING LINE OF CONT. STEM Lly WALL FOOTING CONT. FOOTING',, -,"M STEEL `' —� SEE SCHEDULE & FND. PLAN FOR FOOTING DEPTH MIN. & REINFORCEMENT TYPICAL PAD FOOTING DETAIL FOR STEMUJALL FOUNDATION SCALE: N.T.5. FILLED CELL W/ #5 VERTICAL 4) 1/2"0 x 6" "J" BOLTS @24" O.C. OR 1/2" X 6" WEDGE TYPE ANCHOR ONT. WOOD TRIM -2"x6" P.'F. WOOD JAMB OTE: SEE L ENGINEERED NDSP PLAN R DGARAGE DOOR EN DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYPICAL GARAGE DOOR TRACK MOUNTING DETAIL 5CALE: N.T.5. 11 f 0 �q) cq 00 0 !4 I r 134�A t, OD ow F cn 00 0 00 280 CO V c (D 00 0u GO 1 a �k v4E�WJkdl PW ©ANY AEPROOIICIION IIESE IRI�UiAUNI WUUSE 18 PRp IL BRAUFM P NOTE: IT IS THE CONTRACTORS RESPONSIB11JTY TO REVIEW ALL DRAWINGS MORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE S7UCTU1IM INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWING'% CONTRACTORS' BUILDING METHODS, AND THESE SIGHED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSiRUCTION. CONTRAM TO VOWY P-1 DMXM PRIOR TO START OF ANY AOONSTRUCTKK NY 11E STRUCTURES GROUP IS NOT RESPONSIBLE FOR THE STRUCTURES (,ROUP IS RE"ME FOR PROPOSED CHANGES TO ORIOK4L SRa1C1Uil£ SHOW ON THESE PADS ONLY. THE ST U1CR ES GROUP IS NOT RESPOt1SOZ FOR 1EOSW STRUCTURAL C01POirElM To the best of the engineer's knowledge, the plEms and specifications comply with the minimkmm requirement, of The Florida Building Code - Residential. 09!10 Edition) Plans and *pecifteations coW19 with the Florida Wk" cedes FVA"W AL , Mien ItW (20MD edition) Plarn and specifiutWo cc NVN with the Florida bulldR►� codes section *05 far L9' mph wind mores 1201D ion) 1his drawN is valid for a mmk* after the date It is st edartd sealed or until the requirements of the 2 edkt®ri of the Florida MWIdkrg Code is no* drawing N *Vned and sealed for " etruckr ml portions of Ow drawing onl4l. ArdIiectural, electrical, or medtnnical dmialls, If showare for rlI re a only and are not covered under REV. DATE & COMMENTS BY v/ U) ..•.1 Uj JOB NUMBER: 2012 DATE: JUNE 1, 2013 DRAWN BY SCALE: SHEET NUMBER S2 SIGN & SEAL L' 13RAC INC3 REQUiREi„iENTS(5ASE7 ON HEIGHT VERTICAL WEB NO (1) 2"x4" (2) 2"x4" (2) 2"x6" SPACING "L" BRACE "L' BRACE "L" BRACE 1" BRACE 16" CC - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" 2%8" #2 S.P.F. @ EACH VERTICAL AND L HEIGHT @ DIAPHRAGM BLOCKING -ND AT LEAST 90% OF WEB LENGTH EXCEPT, EQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. STENED TO GABLE STUD WITH 1 GABLE END DETAIL_ NOT TO SCALE JIMt'JVN MLIALU VN LIAi SPACED @ 24" O.C. "L" BRACE W/ 10d Q 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SEE ARCHITECTURAL SHEETS FOR ALL INFORMATION REGARDING NON—STRUCTURAL ISSUES. ANY FINISHES, TRIMWORK, ETC... SHOWN ON THIS SHEET IS FOR REFERENCE PURPOSES ONLY. (TYP.) _. _ �ImrSuly St 4 Q EACH STUD GABLE END DETAIL -FRAME NOT TCl SCALE CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST MISSILE IMPACT, ALL PANELS TO BE LABELED AND STORED. ELCO TEXTRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO _PROTECT STOREFRONT WINDOWS ANCHOR W/ 1—s" MIN. EMBEDMENT SEE PLYWOOD WALL SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS THAN 96" 1N WIDTH. PRE -DRILL PANELS TO cEMENTITIous OR OTHER RECEIVE 2 1/2" LONG #8 SHEET METAL SCREWS AS PER FBC FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING ow" °� I-IURRICAN.E SI-IUr1�TE.R SYSTEMS APPROVED FOP,FOP,USE IN WIND y esM — : y: �: /ASHER SCREW W/ BOURNE DEBRIS ZONES AS PER FBC, 2010. PLYWOOD PANEL — SEE TIMBER OR SCHEDULE FOR MIN. MASONRY OPENING TYPICAL FASTENED THICKNESS EDGE OF PLYWOOD PANEL _ ATTACbMENT %A= LIQ PLYWOOD PROTECTION PANE, SCISM L - GREATER VALUE OF L1ORL2 , S = FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'-0" 16" O.C. 7/16" MIN. 2'-0" < L <- 4'-0" 16" O.C. 7/16" MIN. 4'-0" < L <- 6'-0" 12" O.C. 7/16" MIN. 6'-0" < L <= 8'-0" 9" O.C. 7/16" MIN. NOTES.' 1. ALL PANELS SHALL BE PRE—CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. A EXTERNAL PLYWOOD PANEL PROTECTION NTS Window and door opens. require debris impact protection as per Chapter 16 of the FSC, 2010 Edition. Protection can be provided through external panels (showy here), pre-engineered shutters (by others) or impact rated windows/doors (by others) ' MIN. TYP SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x 4" TOP CORD BLOCKING @ 48" O.C. FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 2X6 FASCIA DOWNSET TOPCHORD OF GABLE 2'—O" END TRUSS TO RUN 2"x 4" UUTLOOKERS SPACED c0 24" INT01 EACHENAILS LEDGER. MAX OC OUTLUUKER SIMPSON H5 @EACH 2"x 4" LEDGER. (2) 12d TO EACH TRUSS WEB. �2_) 2"x4" DIAG, BRACING FF'ACED 0 48" 0/C. (4) 16d NAILS @ EACH END (TYP) 2x4 PANEL BLOCKING © 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" 0 4" 0/C 5/8" OR 1/2" CEILING DENSE GYPSUM WALL — BOARD FASTENED WiTH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL ® 4" O/C TYPICAL 4 \ GABLE SECTION rl" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 8d RINGSHAND NAILS @ 4" O.C. EDGES AND 12" O.C. FIELD 10dXY ® 3" 0/C THROUGH CHORD INTO 2"x6" P.T. PLATE MOISTURE BARRIER SIMPSON META20 OR LTAI SPACED @ 24" O.C. NOT TO SCALE SEE STRUCTURAL NOTES AND NAILING 2"x 4" TOP CORD BLOCKING @ 48" O.C. FOR SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES ©EDGES OF SHEATHING TYPICAL. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. /-2X6 FASCIA (2) 16d TOENAILS INTO EACH LEDGER. 2"x 4" LEDGER. (2) 12d TOEACH TRUSS WEB. ((2PACED)) x0 48" O/C. S16d NAILS C@ EACH END (TYP) 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" 0/C 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD 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 @ 4" O/C TYPICAL GABLE SECTION PRE-ENGINEERED WOOD NOT TO SCALE AT LEAST ONE TRUSS SPACE INIMUM (2) 12d PER JOINT 2'-0,. DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED @ 24" O.C. (1) SIMPSON H5 @ EACH OUTLOOKER L" BRACE TO EXTEND AT LEAST 90/ OF WEB LENGTH (SEE TABLE) :;ABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 8d RINGSHAND NAILS @ 4" O.C. EDGES AND 12" O.C. FIELD 1003" C@ 3" 0/C THROUGH CHORD INTO 2"x6" P.T. PLATE SIMPSON HGA10 @ 36" U.C. STUD WALL (SEE TYP. SEC.) SIMPSON SP4 @ EACH STUD OVERLAP `-MINIMUM 1"x4" TRUSS BRACING RAT -RUN BRACING DETAIL_ NOT TO SCALE HIP R❑OF FRAMING NOT TO SCALE /7 �R1111F F3RACING PLAN NOT TO SCALE 8 "X" BRACING DETAIL_ NOT To SCALE 2"x L - BRACE ATTACHED UJ/ I6d 1 4" O/C TYPICAL I BRACING 1"X4" MIN. 00 `j - (P) w v 0- RACING Q 't -v v7 v mAX FOR FIRST (4) ROWS OF TRUSSES SEE DETAILS. JIMUM 2"x4" CROSS ACING (SEE PLAN R LOCATIONS) 2) 16d PER JOINT 2)2"x 4" DIACxONAL BRACING3 ATTACHED LU/ (5) 06 NAILS GABLE TRUSS LUES —J 9 GABLE END DIAG ATTACHMENT N❑T TO SCALE W❑❑D HEADER AS PER �— STRHF:THRAI PI ANS IUBLE TOP PLATE MINIMUM PLYWOOD / OSB SHEA-f HIND AT -SACH Sf-WEFTS IN STAGGERED PATTERN STARTING FROM CORNER ❑F WALL, ATTACH PLYWOOD SHEATHING W/ 8cl RING -SHANK NAILS @ 3" ❑,C, PERIMETER, 4" ❑,C, EDGES AND 6" ❑,C FIELD GLE P,T, BOTTOM TE, SEE TYP WALL TION FOR WALL SHEATHING ATTACHMENT ATTACHMENT, NOT TO SCALE B Df nt A A : O to Z` CO FAtx 00 y o t) o Z o � � o o Z a = o ren SINi PLA SEC IUBLE TOP PLATE MINIMUM PLYWOOD / OSB SHEA-f HIND AT -SACH Sf-WEFTS IN STAGGERED PATTERN STARTING FROM CORNER ❑F WALL, ATTACH PLYWOOD SHEATHING W/ 8cl RING -SHANK NAILS @ 3" ❑,C, PERIMETER, 4" ❑,C, EDGES AND 6" ❑,C FIELD GLE P,T, BOTTOM TE, SEE TYP WALL TION FOR WALL SHEATHING ATTACHMENT ATTACHMENT, NOT TO SCALE B �j 4) P-0 0. O � dam' N. Co�'�QD M20 �v� � ��� to _� I coOD ©MMYX ORAlA M Ali THE PROPEiiIY OF NOK flRApt11� PE At1Y R[PROOUCUON OR UIg1lRtppi[D USE IS PROHAIII[0. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGIK THE ENGMIEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN HELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDNIG METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMM04CDeIENT OF CONSTRUCTION. CONTRACTOR TO VERFY ALL DMEllSM PRIOR TO START OF ANY THE STRUCTUm GROUP 1s ROT RESPONSSBLE FOR ANY D101SKM THE STRi1CTURES GROUP IS REWONSIBLF FOR PROPOSFM C"AiM TO ORK"Al. STRUCTURE SHOYM ON IHM PAGES OWY. THE STRUCTURES GROUP 13 NOT fiESP0115O1 F FOR FXOSTNO STRUCTURAL COMPOMNM To the best of the engineer's knowiedge, the plans and specifications comply with the minimum requirements of The Florida Building Code - Residential. (29W E!ditleat) Plans and sP­iflcdtlons COWIV WM thm Florida building soar o FMOM IC , section RSI (34W aditlon) rWm and spocificmMorw oily with the Plorids 10Wldtng code, section IfAg for I" mph awl mom (29W LffiditkNO TNIs draw is valid for Ta nonoil after liar date it is signed and sealed or until the rsaiulrements or the 29W eeditlon of the Florida T5llldine Code is inn is signed and *"led for thr stnm*ral portloro the awing only. ArchitocUrml, elecsertcr1, or mechanical ils, it Wwm ars Tor sl rL n only and are not coverer undw REV. DATE & COMMENTS BY nt A A : O to Z` CO FAtx 00 y o t) o Z o �j 4) P-0 0. O � dam' N. Co�'�QD M20 �v� � ��� to _� I coOD ©MMYX ORAlA M Ali THE PROPEiiIY OF NOK flRApt11� PE At1Y R[PROOUCUON OR UIg1lRtppi[D USE IS PROHAIII[0. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGIK THE ENGMIEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN HELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDNIG METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMM04CDeIENT OF CONSTRUCTION. CONTRACTOR TO VERFY ALL DMEllSM PRIOR TO START OF ANY THE STRUCTUm GROUP 1s ROT RESPONSSBLE FOR ANY D101SKM THE STRi1CTURES GROUP IS REWONSIBLF FOR PROPOSFM C"AiM TO ORK"Al. STRUCTURE SHOYM ON IHM PAGES OWY. THE STRUCTURES GROUP 13 NOT fiESP0115O1 F FOR FXOSTNO STRUCTURAL COMPOMNM To the best of the engineer's knowiedge, the plans and specifications comply with the minimum requirements of The Florida Building Code - Residential. (29W E!ditleat) Plans and sP­iflcdtlons COWIV WM thm Florida building soar o FMOM IC , section RSI (34W aditlon) rWm and spocificmMorw oily with the Plorids 10Wldtng code, section IfAg for I" mph awl mom (29W LffiditkNO TNIs draw is valid for Ta nonoil after liar date it is signed and sealed or until the rsaiulrements or the 29W eeditlon of the Florida T5llldine Code is inn is signed and *"led for thr stnm*ral portloro the awing only. ArchitocUrml, elecsertcr1, or mechanical ils, it Wwm ars Tor sl rL n only and are not coverer undw REV. DATE & COMMENTS BY JOB NUMBER: DATE : DRAWN BY SCALE SHEET NUMBER 53 SIGN & SEAL � W 0 w = o o Z o � � o o Z a = o ren JOB NUMBER: DATE : DRAWN BY SCALE SHEET NUMBER 53 SIGN & SEAL FIREWALL C MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 NON -LOAD BEARING TENANT FIRE WALL (-A--'SECTION-2-HOUR RATED CIDC DATCII CU[•ATLJIA I(+ SCALE: N.T.S. FIRE RATED SHEATHING (48" BEYOND FIREWALL FACE) TRUSS 0 2'-0" U.C. TYP. � i� i�."`..'.�r��•tir_r�_.�1, --- . ��� II 1� �I 1� it II I� %� �1 __I R30 BATT INSUL 2"x 4" WOOD FRAME KNEEWALL CEILING BOARD W/ (2) J"TYPE X GYPSUM (2) COURSES OF LAYERS EACH FACE. K.O. BLOCK W/ (1) #5 CONT. INSTALL AS PER UL U308 (2 HOUR) FIRFWALL CLASSIFICATION (2 HOUR)(1) 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901-ap 1/2'0 THRU- BOLTS GYPSUM KNEEWALL; UL U308 AT 32" O.C. & STAGGERED �Ak LOAD BEARING TENANT SEPERATION STUCCO & PAINT BLOCK AT INSIDE OF GARAGE AREA 4" THICK 2500 PSI GONG. SLAB w/ 6x 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT STD. 90' HOOK (SEE DETAIL) SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON C� - 6" 0/C EDGES AND 12" 0/C FIELD SEE PLAN G FLOOR SYSTEM SEE FRAMING PLAN j\ FOR MORE INFORMATION 1/2" CID GYP. ("rYP) 1/2. GAP TYP. 2-2x12 LEDGER W/ 2 ROWS OF --j 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 5/8"(� X 6" ANCHOR BOLTS (OR THRU BOLTS) AT 16" U.C. (STAGGER BOLT LOCATION 70 AVOID INTERFERENCE FIREWALL CLASSIFICATION 2 HOUR MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 - K.& BLOCK 2 COURS F W/ (1) #5 CONT. IN EACH LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 5/8" STUCCO WALL FINISH 8" C.M.U. MASONRY WALL SEE PLANS FOR REINFORCEMENT LOCATION AND SPECIFICATIONS ELEVATION 0'-0" ASSUMED 8" FINISHED FLOOR GRADE MIN. ALTERNATE WALL SECTION �a W SEE PLAN SCALE: N.T.S 3 1/2"- 4 /2"4 1 /4" -- - 3 1/2" NUT AND 2" � WASHER TYP. 1-2-2 X 12 S.Y.P. CONTRACTOR TO PROVIDE SOIL TREATMIENT 12 -� PLANS R30 BLOWN INSUL 0 FLAT LIVING CLO. AREAS & R30 BATT INSUL VAULTED CLO, AREAS 1/2" GYP WB K26. CBLOC KW/ E F(1) #5 CONT. IN EACH 3/4"STRUCTURAL SHEATHING GLUED AND NAILED W/ 8d COMMON 0 - 6" 0/C EDGES AND 12" 0/C FIELD FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED ]XI GYP. BD. DRYWALL OVER 3 4 P.T. FURRING STRIPS & . 3/4" RIGID INSULATION (TYP.) C@NCRETE ROOF TILES OR SHINGLES p�E-ENGINEERED WOOD TRUSSES -w/2X4 TOP CHORD AT 24" O.C. T3EEL AND STICK ROOFING UNDERLAYMENT (TILE) 15 LB ROOFING FELT((SHINGLES) 6HINGLE ROOF SYSTEf TILE ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES WITH 8d WITH Sd RINGSHANK NAILS (Th RINGSHANK NAILS 0 4"O/C / 4"O/C BOUNDARIES, 6" 0/C EDGES BOUNDARIES, 6" 0/.0 EDGES & 8" & 8" O/C FIELD O/C FIELD SIMPSON META20 U.N.O TRUSS w/ METAL PLATE UNDER EACH TRUSS TOP OF LINTEL ELEV. SEE ARCHITECTURALS SEE ARCHITECTURALS FASCIA TYPE NUT AND 2" � WASHER TYP. X 12 S.Y.P. 3 1/2" 4 1/4" _1 -- -P' 3 1127 2 -STAGGERED ROWS OF -' 5/8"� X 6" ANCHOR BOLTS 1/2" (OR EXP. BOLTS) AT 16" O.C. GAP (STAGGER BOLT LOCATION TYP. TO AVOID INTERFERENCE W/ FLOOR TRUSSES) K.& BLOCK W%F(1) #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 MFO's DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ GONG. AT WINDOW SILLS 5/8" STUCCO WALL FINISH 4" THICK 3000 PSI CONC. SLAB w/ 6x 6 W1.4W1.4 WWF p� .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT ASSUMED ELEVATION,0'-0" ° GRADE FINISHED FLOOR \\ \\ \\ \ D FINISH GRADE SEE P AN 12.. MIN. //\�// / • °o :° //\\/ MIN. SEE PLAN 4"� SEE PLAN DOCUMENTATION TO INSPECTOR FOR REVIEW. TYPICAL 2 -STORY WALL SECTION CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING 16" O/C 3 1/4" BASEBOARD (1) #5 VERTI. IN FILL CELLS SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL z ELEV 0'-0" d TOP OF SLAB Lu 6 MIL VISQUEEN - II- e, .I CLEAN COMPACTED FILL LI I I 1=1 I I I, I SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALL BBB STUD OPTIONS: 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 2"x 4" SYP #1 SPACED @ 16" U.C. (1) ROW OF 2x BLOCKING 0 MID FIT FOR WALL HTS 8'-6". (2) ROWS OF 2x BLOCKING 0 3rd PTS FOR WALL HT > 8'-6" R11 INSULATION @ EXT. WALLS SIMPSON 71 0j EA. STUD 2X P.T. PLATE SCALE: N.T.S SHEAR WALLS ONLY 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, 6" 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 6x6 W1.4xW1.4 WWF OR FIBERMESH p CL p. z p P P. CL 8" SEE PLAN 8" #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL 5 INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE CORNER FRAMING NOT TO SCALE (3) 2x4 Stud -7/16" OSB Sheathing WD. CAP 1/2" GYP. TOP PLATE 2x4's @ 16" O.C. SEE PLAN BOT. PLATE (2) SIMPSON MSTA24 PLYWD. FLOORING UNLESS NOTED OTHERWISE ON PLANS 2 -ROWS 16d NAILS STAGGERED 0 -.-TOP RAILING 16" O/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/C 1x- BALUSTERS @ FOR 2"x10" OR GREATER HEADER 4" O.C. MAX. Ix- TREADS & RISERS 16d NAILS 0 16" O/C TYP. DOUBLE 2"X 12" HEADER W/ 1/2- 14 FUTCH PLATE UNLESS NOIED OTHERWISE ON PLANS U) 4x4 NEWEL PAST DOUBLE 2" x m i CRIPPLE PLAN m V LINO ON PLAN FILLING AND BLOCKING AS FLOOR JOISTS (1) 2"x8" P.T. LEDGER W/ J"'D 2"xSTUDS TYP. A FLOOR GIRDER BEAM TAPCONS (1.5" EMBED) SPACED REQUIRED FASTENED 70 z / HEADER W/ (2) 16d © 16" 0/C 1" N TNG 0 16" O.C. (TW ROWS STAGGER UNLESS NOTED OTHERWISE 2"x4"LEDGER BLOCK W/ 16d TYP. PATTERN) INTO CMU NAILS 0 6" O.C. (TWO ROWS LAND. FIN. FL. STAGGER PATTERN) SEE PLAN 3-2x12 STRINGERS �T I 8" JOISTS SM 16" O.C. \ SIMPSON HUS28 0 EACH END rq (2) 2"x8" W/ SIMPSON MTS18 OR o FLOOR BEAM/TRUSS GIRDER y 2'1x4" F.T. KICK PLATE W/ HUC28-2 0 EACH END. z"O TAPCONS 0 12" O.C. SUPPORT ENDS W/ (3) 2"x 4" (2) SIMPSON MSTA24 WOOD JACK POST. UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE FIN. FLOOR PRECEDENCE OVER THE INFORMATION SHOWN ABOVE, SEE PLAN SEE PLAN NOTE: STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10TYPICAL INTERIOR STAIR 11 2ND FLOOR OPENING DETAIL NOT TO SCALE NOT TO SCALE 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 Oy 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 IU BANU JUI51 IN LA. S.Y.P. SIUU (IG U.U.) 2ND FLOOR FRAME CONNECTION 22 2ND FLOOR FRAME CONNECTION 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. SCALE: N.T.S. 20 Top Plate 2x4 Flat @48" a.f.f & 48" Below Clg. 8 INTERIOR WALL FRAME NOT TO SCALE SCALE: N.T.S. JSS/J015"r \-59 SN E D I EN CL01' EXP C IIS , '_� I_ I e StressDes g'i THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF FBC-20.10 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OI 139 MPH. (VUL'1) OR 107.7 MPH (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 111N AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY TELE .LOCA.L 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. WIND❑WS, D❑❑RS, COMPONENTS DESIGN WIND PRESSURES SNCL❑SED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust 4 Wind Area 5 Wind Area SQ FT + - SQ FT + - 10 30.5 33.0 <10 30.5 40.7 71 20 29.1 31.6 20 29.1 38.1 50 27.3 29.8 50 27.3 34.4 100 25.9 28.6 100 25.9 31.6 500 22.7 25.3 500 22.7 25.3 GARAGE DOOR 9'-0" WIDE T-0" HEIGHT 26.7 30.2 16'4" WIDE T-0" HEIGHT 25.6 28.6 ROOF WIND ZONES DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE, (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND ZONE 1 27.9 30.5 ZONE 2 27.9 51.1 OVERHANG CONDITIONS) ZONE 3 27.9 77.0 NOTES: 1. ANY WINDOW, ALL ❑R PART, WHICH IS WITHIN 6' OF A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER WINDOWS ARE CLASSIFIED IN ZONE 4. 2, ROUND AREA DOWN TO THE LARGEST PRESSURE IN THE CHART ABOVE. - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INfERNAL PRESSURES) APPLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE. II � r � N O - 0 y ` CD P I a� r Lo ;� V L-- O0 00 q I W CID N a � V 4-� Cd rn C!) W r W O G a) ifUO a d CL,) -d Z` r---1 Id Ln a �CID C7 ���00 � �7, � ZP4 co a F, 0 E-, Q w -i E-+ Q. W D1THESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. ANY REPRODUCTION OR UNAUTHORIZED USE 15 PROHIBITED. NOTE; IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE SIRUCTURF INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONAL;' 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 CONSTRUCIION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FO ANY DIMENSIONS. THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGE TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE SRUCIURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. To the best of the engineer's knowledge, the plans and specifications coinply with the minilnuln requirements of The Fioricia Buildirig Code - Residential.(2010 Edition) Plans and specifications comply with the Florida building code - RESIDENTIAL , section 8.301 (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 0 0 L� J ®� X z W Q � s' JOB NUMBER : 2012 DATE: JUNE 12, 2013 DRAWN BY SCALE SHEET NUMBER S4 SIGN & SEAL '0 0 2013 ASPHALT 5i~ALANT: EXTEND MIN. 6" ABOVE PLASHING 2 1 5 MIN. MIN, i^ OALV. MTL. 'L" FLASHINCv DIVi=RTER 11 MI FLA5HING SHINGLES OR c� 45 DEGREE ANG. ` CONCRETE TILE EXTEND 1 I" MIN. BEYOND EDGE @ WALL. 1-v2' To z' GAP/ROOPING FELT *NOT=*: 'l-,-17 GUT BACK FASCIA DRIP BETWEEN 1-1/2" TO 2" EDGE FASCIAA`, I UR 1: i -LASH I N IN 97ALLATI ON SCALE: NI S. 1/0" STUCCO INSULATION PAPER BACKED LATH PER PLAN SHEATHING PER SPECS l5# FELT LAP 4" OVER FLASHING APPROVED FLASHING (0.19 x 10" ROLL) ATTACH 2x6 Sl'P'"2 f "J" CHANNEL STUCCO STOP w/ 4-I6d NAILS -' - 3/4" CLEARANCE MIN. TO EACH STUD CAP SHINGLE ROOF SHINGLES 15# FELT \ ROOF SHEATHING PER SPECS NOTE: SEAL ALL EXPOSED ROOF TRUSS OR 2x4 NAIL NERDS m CAP SHINGLES BLOCKING (';"�R00f= TO IIIINALL �=LA5H I NO SCALE: N.TJ5. MIN STEP I STEP 2 STEP 3 INSTALL 6' MIN, M❑ISTOP APPLY SEALANT PER INSTALL 6' MIN. M❑ISTOP JAMB FLASHING D❑❑R MANUFACTURER HEAD FLASHING AND INSTALL DOOR M❑IST❑P PRODUCTS BY F❑RTIFIBER STEP 4 APPLY BUILDING PAPER BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION 9 VAPOR BARRIER AT 5617 SCALE: N.T.S. 5X411 DIVEf FLAS ASPHALT SEALANT: EXTEND MIN. 6" ABOVE 5" MIN. _,{11 MIN. 6ALV. 'L' FLA5HIN6 TYPICAL DRIP EDGE GURU 2: CORNER C�ETA I L SCALE: N.Th. FLASHING TAPE TO SEAL GASKET PIPE WALL "QUICK FLASH" GASP INSTALL PER MFG, BUILDING PAPER UNDER 'QUICK FII( (0 \/ENT FENETRAT I ON fOR YNOO=� FRAME SCALE: N.T.S. REFER TO NOTE - BELOW SEALANT 1 1/2" GAL WD SCREW &" OG DAM SILL I X 2 WD DAM \/ULKEM SEALANT BEAD BELOW Ix WD DAM 4 RETURN UP CORNERS 1/2" GYP. BD. STORM C LLAR — ROOF JACK -� NOTES: 1. APPLY SOLID DEAD OF ROOF MASTIC JUST ADOVE THE ROOF JACK. 2. SLIDE STORM COLLAR DOULN MACINr, SURE THE COLLAR 15 COMPLETELY SEATED IN MASTIC AND THERE ARE NO VOIDS, 3. WHEN COLLAR 15 IN FINAL POSITION APPLY FINAL DEAD OF MASTIC AROUND TOP OF STORM COLLAR - ONLY BOTTOM FLANGE NAILS EXPOSED TOP AND SIDES OF FLASHINGS UNDER ROOF. SOLID ROOF MASTIC BOTTOM OF FLASHING OVER ROOFING \(ENT FIFE PENETRATION SCALE: N.T.S. FLASHING MEMBRANE DO NOT TAPE BOTTOr MEMBRANE TO BUILDI NO SEALANT v FLANGf AT SILL STUCCO, SIDING, BRIO WEATHER RESISTANT U FLASHING WEATHER RE515TANT k ­ - (TYPAR, TYVEK, OR EQUAL) SHEATHING FRAME WALL NOTE: FOR USE W/WINDOW FRAMES 3" OR LESS IN WIDTH, COORDINATE WITH THE WINDOW MANUFAGTURER TO INSURE ADEOUATE GLEARANGE FOR USE OF LOGICS AND LIFT RAIL. !FOOD OFEN I NG PAN f22LI NG AOR BILL ]) SCALE: N.T.S. 4 WIDE VINYL CONTROL JOINT 4WIDE VINYL CONTROL JOINT BY VINLYGORP (15"78-U) OR BY VINLYCORP (1515-U) OR EQUAL EQUAL BLK WALL TO FRAME WALL MANUF. TRUSS OR RIBBON MANUF. TRUSS OR RIBBON VERT CONTROL JOINT BLK HORZ CONTROL JOINT BOARD OFFSET W/ BLOCK BDARD OFFSET W/ BLOCK WALL TO FRAME WALL HORZ SPLICE! SHOULD NOT BE WITHIN DETAIL /1611 O.S.B. OR 15/3211 05B /I6" O.S.B. OR 15/32" OSB TRANSITION DETAIL 2'-O" Of' VERT CONTROL JOINT WEATHER RESISTANT WEATHER RESISTANT BARRIER #1 - HOUSE WRAP BARRIER #1 - HOUSE WRAP -I" BITUMINOUS TAPE FLASHING BITUMINOUS TAPE FLASHING WEATHER RESISTANT WEATHER RESISTANT BARRIER #2 - BARRIER #2 - - - - - �+ PAPER -BACKING OR EQUAL PAPER-BAGKIN6 OR EQUAL i/8" STUCCO W/ LATH - LATH -1/811 STUCCO W/ LATH - LATH m <"` TO OVERLAP CONTROL TO OVERLAP CONTROL JOINTS PER. MANUF SPLGS JOINTS PER MANUF SPE05 6" TALL VINYL CONTROL JOINT 6" TALL VINYL CONTROL JOINT - BY VINLYGORP (15la-50 UL) OR BY VINLYGORP (1578-50 UL) OR - EQUAL EQUAL 1/2" STUCCO OVER CMU 1/211 STUCCO OVER CMU APPLY 6EAC> OF 3' UNFUNCHEP ELASTONERIC SEALANT OR CONNECTOR 3 1/2" FELT PAPER BTWN 3 1/2" FELT PAPER BTWN EQUAL ON CONNECTOR BEFORE BLK WOOD GOVT BLK Woor� CONT A38EMBLYING IN FIELD NOTCH B0TT0M OF VERT NOTCH BOTTOM OF VERT I I CONTROL JOINT TO 51T FLUSH ON CONTROL JOINT TO SIT FLUSH ON HORZ CONTROL JOINT HORZ CONTROL JOINT CMU GMU PUNCHED PUNCHED * ALL BUTT JOINTS, INTERSECTIONS 4 ALL BUTT JOINTS, INTERSECTIONS 4 ENDS SHALL BE 5EALPE 7 AT TIME OF ENDS SHALL BE SEALED AT TIME OF INSTALLATION USING AN INSTALLATION USING AN ELASTOMERIG SEALANT, OR EQUAL ELASTOMERIG SEALANT, OR EQUAL sUFPIA1GrrD 5LOCK VNALL TO 1IoN001:� MECHANICAL CONTROL. 12 FRAME TRANS I T I ON13 JOINT 1�ETA I L SCALE: N.T.S. SCALE: N.T.S. 1 FLAP L SHEATHING 9" IX2 CURB 1 FLAP L SHEATHING N \ x h„ m L_ �/ 2 1 FLAP SHEATHING 3 STEP I STEP 2 5TEP 3 STEP 4 "HOUSE WRAP VENDOR' TO 'BY WINDOW COMPANY' 'BY WINDOW COMPANY' 'BY WINDOW COMPANY' CUT CORNERS OF BUILDING, INSTALL 9" BITUMINOUS APPLY CONT. BEAD OF INSTALL 6' JAMB FLASHING PAPER -0 45• ANGLE 9' UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK (EX: PORTIFIBER, MOISTOP, AND 9' OUT FROM UPPER OVER IX2 CURB 4 HOUSE SIDE OF TOP AND SIDE OR EQUAL) OVER WIN. FLANGE, CORNERS. WINDOW WRAP (EX: DUPOINT WIN. FLANGES. INSTALL WIN. EXTEND 4" ABOVE Of NG. d 8' COMPANY TO PROVIDE Ix2 FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW DRAWN BY SPECS. FLAP --- -` - - -FLAP 7_ FLAP-\ _ 7 STEP 5 STEP 6 STEP I 'BY WINDOW COMPANY" 'BY WINDOW COMPANY" 'BY WINDOW COMPANY" INSTALL 611 HEAD FLASHING ALLOW BLDG. PAPER FLAP APPLY JAMB FLASHING OR OVER WIN. FLANGE. TO DRAPE OVER THE WEATHER RESISTANT TAPE EXTEND S" BEYOND OPNG. HEAD FLASHING. OVER 45• ANGLE CUT IN BLDG. PAPER. OVERLAP ANGLE CUT BY MIN. OF 2". VAPOR 5ARR I R AT 1► ' I N OIIiioN5 SCALE: N.T.S. STUCCO FINISH DCB 10038 OR EQUAL (SLOPED, w/ DRIP EDGE) iPREMANUFACTURED DRYER VENT CAP (SET IN CONT. SEALANT) CAULK BOTTOM 4 TWO SIDES Z�R`r'R VENT F N TRATI ON IN CMU SCALE: N.T.S. I�u'11�1 STEP 1 STEP 2 STEP 3 INSTALL 9' M❑ISTOP INSTALL STUCCO STOP INSTALL 9' MOISTOP JAMB FLASHING OR --MOLD HEAD FLASHING STEP 4 M❑IST❑P PRODUCTS BY F❑RTIFIBER APPLY BUILDING PAPER BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION S YAFOR 5ARRI R AT MOORS SCALE, N.T.5. ROOF CRICKET: MIN. 3:I2 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOGATI ON5) SHINGLE OR CONCRETE TILE NOTE: THIS DETAIL 15 REQUIRED AT ALL VERTICAL WALL 1 NTE R5EGTION5 WITH ROOF VALLEY5 4 ROOF CRICKETS. ': PLASTER STOF'- SEALANT SHINGLES OR CONCRETE TILE 4"X5" HORIZONTAL GALV. FLASHING CONT. 4 HORIZONT FLASHING 1—f(114 / AT ENTRY WALL SLASH I NC 1;�TAIL AT >> CRI CBCT/LL INTER. SCALE: N T,S. J cil 00 00 a� i 1 � 00 0004o 0M0 W C3 .4 U1 Pj W Q ® a; Q A rn 0 �omEl- MUD l- -� MUDocg� C� to CO GO �in zitz to, Fr O E4 A � E- F Q ©M DRANiiOS AfE 1W PRAPr R1Y OF 2% AI. 61G91OR>), PE ANY ItPR0011C11011 OR IMIIUINOI�9 = PIOO1110m NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO R_rYIEIIr ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCR4M INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIFA CONDITIONS, OTHER DESIGN PROFESSIONKS' SHOP DRAWLNGS, 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 VERY ALL DIMrMM PRIOR TO START OF My ACONSTRUCMK NY 1W STRUCTURES GROUP IS NOT R FO TIE SIRIICI IRES GROUP IS RE"ME FOR PRF'O6E! a4 NM TO ORIGNN. SRi X'M SnOYIN ON TPAGES ONLY. TIE SIIRUCRA 4 GROUP IS NOT REWOMOE FON EXISM S'IRUCrURM, COAPONNM To the best of the enyineer's knowleclye, the plans and specifications comply with the minimum requirements of The Florida Building 1;ocie - Residential. (29W EdtticW Plan• and •pecifrcatieru ocnipiq with the 1'I kk bwldlrp ®ode rzolrml , 09awn POO (ate edltte� Plan► and •peWfIcattom fly wnh the Mcrrda bun•ecticn *06 Rw ft"wW al m (20== Trr• drawme is valid for 12 months after the data it r••tglle &W •salad or until the �• of th. z edttton or the F�rida ®urklrr� c®de I• T� a N+A Is .Died and saeW rar the •tnlawml portion• trr aetn�I�. Arch taeiurai, alecRrlaal, or nerlanloal 114, If shomx are ftw tHi mal r.nc. ofll� end are not oovmwd mdw REV. DATE & COMMENTS BY BASED 3 ��—ASPHALT SEALANT APPLIED BEHIND FLASHIN6 AND EXTENDING A W MINIMUM OF 6" ABOVE VERTICAL RISE _ OF FLASHING < AT WALL s I U) t JOB NUMBER: 2012 DATE: March 15, 2012 SLASH I NC 1;�TAIL AT >> CRI CBCT/LL INTER. SCALE: N T,S. J cil 00 00 a� i 1 � 00 0004o 0M0 W C3 .4 U1 Pj W Q ® a; Q A rn 0 �omEl- MUD l- -� MUDocg� C� to CO GO �in zitz to, Fr O E4 A � E- F Q ©M DRANiiOS AfE 1W PRAPr R1Y OF 2% AI. 61G91OR>), PE ANY ItPR0011C11011 OR IMIIUINOI�9 = PIOO1110m NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO R_rYIEIIr ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCR4M INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIFA CONDITIONS, OTHER DESIGN PROFESSIONKS' SHOP DRAWLNGS, 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 VERY ALL DIMrMM PRIOR TO START OF My ACONSTRUCMK NY 1W STRUCTURES GROUP IS NOT R FO TIE SIRIICI IRES GROUP IS RE"ME FOR PRF'O6E! a4 NM TO ORIGNN. SRi X'M SnOYIN ON TPAGES ONLY. TIE SIIRUCRA 4 GROUP IS NOT REWOMOE FON EXISM S'IRUCrURM, COAPONNM To the best of the enyineer's knowleclye, the plans and specifications comply with the minimum requirements of The Florida Building 1;ocie - Residential. (29W EdtticW Plan• and •pecifrcatieru ocnipiq with the 1'I kk bwldlrp ®ode rzolrml , 09awn POO (ate edltte� Plan► and •peWfIcattom fly wnh the Mcrrda bun•ecticn *06 Rw ft"wW al m (20== Trr• drawme is valid for 12 months after the data it r••tglle &W •salad or until the �• of th. z edttton or the F�rida ®urklrr� c®de I• T� a N+A Is .Died and saeW rar the •tnlawml portion• trr aetn�I�. Arch taeiurai, alecRrlaal, or nerlanloal 114, If shomx are ftw tHi mal r.nc. ofll� end are not oovmwd mdw REV. DATE & COMMENTS BY SCALE: SHEET NUMBER S5 IGN & SEAL ()c 313 W 20 W z 0 U) JOB NUMBER: 2012 DATE: March 15, 2012 DRAWN BY SCALE: SHEET NUMBER S5 IGN & SEAL ()c 313 F8 T F8 u- OWL OWL WLI WL I WLI WLI o >T WLI WLI WLI WL I 74 w m \ TJ LL W -n -E LL LL Tj A CJ F5 F5 OWL WLI VL2 WL2 OWL M1 M1 LL AVL I ?I WALL HE16HT5 VERIFY ALL BEARING WALL HEIGHT5 WITH FINAL TRU55 LAYOUT5 '3G ft 2013283 _ Prepc_t,; Hidden Lake Duplex TrussEPreli nary w I o Truax 1. D. Bearing Uplift Stap fvlanuf. Strap Number Capacity Fastening � U U vi =1k: GOAT L 2817 SIMPSON PA2" I B,I r 5, 1 r -1 rld R 284! SINIPSON PA28 z 04 pap g vl .-1c1d ALL OTHER TRUSSES w h .SONRY BEA6RING SINIPSQN NIEi-A20 1 1450 7-1Odx 111211 WOOD FRANIED SIMPSON H10A 1 1140 18.10d x 11/2 11 BUCKET CONNECTIONS • SIMPSON HUS26 1 1550 20-"t 0d arvi(.JU1141 �Ik-xrti VLt�,IKAL P i LOWER ROOPUPPER FLOOR -RAMING PLAV SGALE', I/h' : P-0' 1-B COMP FILE COMMUNITY lot. blk • ISSUED <13,13 REVISED q.13.13 • • LOWER ROOF/UPPER FLOOR • FRAM % PIAN • e DWN BY: R.R. NECKED BY: U.D. • • SHEET NUMBER • T 0S 1 e0F • • o v • P2 p c7 • w I o N L, i`L W v C7 i W a C) O 1 11 w � U U vi =1k: 7 c::> � ods wo 0 Nm�y z 04 pap g vl q �Hpo • LOWER ROOF/UPPER FLOOR • FRAM % PIAN • e DWN BY: R.R. NECKED BY: U.D. • • SHEET NUMBER • T 0S 1 e0F • • s V 1 ct • s • LOWER ROOF/UPPER FLOOR • FRAM % PIAN • e DWN BY: R.R. NECKED BY: U.D. • • SHEET NUMBER • T 0S 1 e0F • WALL HEW5 VERIFY ALL SEARING WALL HEIGHI-5 WITH FINAL 1RU55 LAYOU i5 SO W`-5 320 Project: ,,Hidden LaKe Duplex russes Trusses.- 1 0 I O Truss Truss LD_ Bearing Uplift Slap Manuf. Strap Number (L;a�city Fastening 'y q Gv J .'1 U C=7 I� G04 L 2047 SIMPSON PA23 V 1 - 368r5 10-16d R 2547 SIMPSON PA23 -V CV - k -A 1S' -16d ALL QTHERTRU' SSES 1 � MASONRY BEARING SIIvIPSON NIETA20 14510, 7-q dx 1 112" WOOD FP.A,MED SIMPSON HIM I '1140 10-1Od x '1 1/2)" BUCKET CONNECTIONS SINIPSON HUS26 1550 20-16d • s T1 T4 T4 T1 Lo ~ co � G41 G4 G3 G3 G2 G2 G1 (31 WALL HEW5 VERIFY ALL SEARING WALL HEIGHI-5 WITH FINAL 1RU55 LAYOU i5 SO W`-5 320 Project: ,,Hidden LaKe Duplex russes Trusses.- 1 0 I O Truss Truss LD_ Bearing Uplift Slap Manuf. Strap Number (L;a�city Fastening 'y q Gv J .'1 U C=7 I� G04 L 2047 SIMPSON PA23 V 1 - 368r5 10-16d R 2547 SIMPSON PA23 -V CV - k -A 1S' -16d ALL QTHERTRU' SSES 1 � MASONRY BEARING SIIvIPSON NIETA20 14510, 7-q dx 1 112" WOOD FP.A,MED SIMPSON HIM I '1140 10-1Od x '1 1/2)" BUCKET CONNECTIONS SINIPSON HUS26 1550 20-16d • s C�7 cJ • UPPER ROOF FRAMING PIAN • MOUNT S FRA PS VERTICAL K) - Ln ri cj COMP FILE GOWUNfrY lot . blk ISSUED q.5.0 REVISED x.13.13 O C5 k.n • DWN BY: R.R. • CHECKED BY: U.D. • c, UPPER ROOF FRAMING PLAN SGALE': 1/4': I' -V N • SHEE-F NUMBER TRS2 OF 1 A U 11 • s Q �9 M� 1 0 I O •r V 1 r 'A 'y q Gv J .'1 U C=7 I� V 1 - c7 bpm cva �o s • �=j wammma`�i V) O C5 k.n • DWN BY: R.R. • CHECKED BY: U.D. • c, UPPER ROOF FRAMING PLAN SGALE': 1/4': I' -V N • SHEE-F NUMBER TRS2 OF 1 A U 11 • o m s M� 1 0 I O ao m �® V 1 m a � � o .'1 U C=7 I� c7 bpm cva �o �=j wammma`�i V) -V CV - k -A OD c Zai aqm • e O C5 k.n • DWN BY: R.R. • CHECKED BY: U.D. • c, UPPER ROOF FRAMING PLAN SGALE': 1/4': I' -V N • SHEE-F NUMBER TRS2 OF 1 A U 11 V 1 I� c� • s O C5 k.n • DWN BY: R.R. • CHECKED BY: U.D. • c, UPPER ROOF FRAMING PLAN SGALE': 1/4': I' -V N • SHEE-F NUMBER TRS2 OF 1 A U 11