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22' 17'-8" 4' 3'-4- 3'-4" 3'-4- 4'-4" 6'-4- 5'-4- 4'-8" -4" 2 4' —� ---- (TYP) s2 I" *.............. ..I.... -- - - - - - ------- ------- - - - - - - I-----J — -------'----' .`--------- _ '7 m---------------I I f---------- ----- ------ -I -- -- -------------------------� ■ 22 17'-8' I I I I I j I I m (0 I A4 0 OL ELEVATION 21 1 = AT 85.17 I I 1 I M I I I orn � j® I orn LANAI 2'-8" 5'-4" — I I OWER `s N F- H( I I .1 I 1 I....................................................................: MASTER BEDROOM 1 ■ ■ ■ I c iF N ........................... S I I N MR. BATH O0 to I I I j I I I O I I I � I I ELEVATION f I I I 1 I I LAV. AT 85.50 I I I 1 II I 1 I I ........... 0D N M 14 I I I GREAT ROOM I ......................... :: (TYP)-00 I I 1 i I I 6' I INDICATES I45 VERT. REBAR I = I I I I 2 IN MASONRY CELL FILLED SOLID I I °D I I I I W/ CONCRETEVERT. REINF. SZ I ( �5•... SHALL BE HOOKED INTO BEAM j ABOVE & FTG. BELOW 1 I t (TYP) I I �•••• •• •••••••-- I PROVIDE 25" MIN. LAP WHERE I I in b I SPLICED & WIRE TOGETHER. I 13'-8" 18, ¢ j j LAUNDRY j I I 4'-8" 2'-10" 3'-8" 2' 6" I 1 I `------ = I Il ELEVATION AT 85.50 1 I m I — — — — — — — 4- THICK, Z500 OR 30 00 P.S.I. .1 = I I 1 CONCRETE SLAB ON GRADE W/ I I 'e m I......................._.........................................._........... 6X6 WI 4 X W 4 MESH 0 FIBER t _ '� I io I I. R I iV I I o E j i 1 I I MESH OVER 6 MIL. VAPOR BARRIER Oe 1'I I N ON CLEAN, WELL COMPACTED, HALLS `—J I n I TERMITE TREATED,GRANULAR FILL. ...LAV............ _........: LINEN I I TUB 00 j L11 BATHco I I ISLAND = I I _....................................._..._................... I d I OD I 00 "' ► t i. 1 I I D I I co bO 00 I I N I I 1 0 I I REF. 2 ` I I Sl � S2 I I I L - - - - --- 13 (TYP) I ::_,: I I I I (TYP) si I ......_._......._ ...................._.............:... ............._..........: :....._._..... ,. ELEVATION 06 4........ .................... I AT 85.50 I I I I I I I 1------- ------ ----------Si J A/C I =m I I I I 00 1 v 5'-4" I I I m I I a 20' I I I I -------------- ----- ----------------- — - — - — - ------------------------------- -- I I ( I (+/-) 4' STEP ELEVATION 1 I 1 I I I AT 85.17 I I 2 ► = I a FOYER OFFICE/DEN/BEDROOM i I i Q 1 I ELEVATION AT 85.17 J I 21 4' THICK, 2500 OR 3000 P.S.I. L+ I CONCRETE SLAB ON GRADE W/ �7 - 6X6 W1.4 X WI.4 MESH OR FIBER — — ------_- I I MESH OVER 6 MIL. VAPOR BARRIER SIM, W/ 16"' *00 I I ON CLEAN, WELL COMPACTED, MONO FTG, I ■ ■ ■ ■ I I I 1 O O I I TERMITE TREATED,GRANULAR FILL. I a L --- --- -----------------J N M I can Q I I u I ( I U I ■ ■ ■ j j N TWO CAR GARAGE I I — — — — — — — — — — — — — — — — — --- 1 r O I 1 I I 0 I I 5 -8 2 I I ui CL 1 I■I � 1 I 1 I I O I � I I 1 I PORCH I I I I ELEVATI N 00 I 1 I I AT 85.17 ELEVATION I ■ L _ _ _ _ _ _ _ ( N I I 1 AT 84.95 I I■ ■ 1 I I I --- ------------------I r-------- -- — — — II-------------- I I IL---------------- -------------------J I 2'-4" 16, 2' -4" 5. 2' 4'-4" 5'-4" 2'-4" 20'-8" 7' 12' z�,-R" ADJUST RI FOUNDATION PLAN SCALE: 1/4" = F-0" DO NOT SCALE DRAWINGS. USE DIMENSIONS SHOWN ON THE DOCUMENTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE, NOTIFY US INMIDIATLY REGARDING ANY DESCREPANCIES, GENERAL NOTES TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THESE STRUCTURAL PLANS & SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE RESIDENCIAL 2014 5TH EDITION FOR 139 MPH WIND, 3 SEC. GUST EXPOSURE B, IMPORTANCE FACTOR = I, ENCLOSED. BUILDING CATEGORY II. A FOUNDATION SURVEY SHALL BE PERFORMEND AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR fiHE BUILDING IN8NEefi8R I IS UBE 6R, ALL PROPERTY MARKERS SHALL BE SPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. PRIOR TO START CONSTRUCTION G. C. SHALL VERIFY W/ TRUSS MANUFACT AND STRUCTURAL ENGINEER THE LOCATION OF ALL INTERIOR LOAD BEARING WALLS TO ADJUST SLAB AS NECESSARY. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTH AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY, ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH- INS MUST BE COMPLETED, INSPECTED AND APRROVED BEFORE REQUESTING THE FRAMING INSPECTIONS. VERIFY ALL DIMENSIONS AT JOB SITE BEFORE STARTING CONSTRUCTION IN ORDER TO AVOID PROBLEMS DURING CONSTRUCTION. SEE SHEET S I FOR TERMITE TREATMENT ALL TECH STRUCTURAL ENGINEERING, INC. ENGINEER KELLY E . LYONS P. E. 2121 BEARS AVE. TAMPA, FLORIDA 33618 PHONE: ( 813) 969 - 2099 P.E. # 56191 BL # EB9333 ROOF GENERAL NOTES ROOF LOADING TCLL : 20 TCDL : 7 BCDL : 10 TOTAL : 37 WIND 139 MPH PER FBC 2014 NOTE SEE SHEET S3 FOR ADDITION BLOCKING & BRACING REQUIRE. NAILS 3 - IOd NAILS TOP AND BOTTOM CHORD. )ESIGNING AND CONSTRUCTION OF ALL :ONVENTIONAL FRAMING IS IN ACCORDANCE VITH THE PROVISIONS OF THE AF&PA NDS _ATEST EDDITION AND IN ACCORDANCE WITH :F( TI(1N R3(11 I FC1R FNI! IIVFFRFII IIFCI! NI (TYP) tll CJI CJ3 i� CJ5 II �� (DBL) (DBL) t- U U U U U U -- EJ7A -- -- -- EX w * w r — — f I I ■ * I t I 1 I I I I ■ AH7A * I I * * * _I I * �AH9A (DBL) I I OPT. TRAY CLG. ► ( ■ ■ ■ ■ VERIFY WITH BUILDER I I AHI IA I I I I L___ ___________� I r AH13A III Q I I AH15A Z AH17A Ld ■ IOi�®'I �'CI�•EF2 CLG. VERIFY WITH BUILDER AH19A ■ Q.............. .......................................................................... ■ ........... .•---•--..................................................................................................................: � II II ■ ■ a Vf W n AH17 & o J w� a W N 0 O(TYP) D z AH15 Z ui ■ W AH13 m AH13 ■ AHII ■ AH9 II B F C AH7 II B4 ATTIC ACCESS Q OPT. 10'-4" FLAT CLG. VERIFY WI H BUILDER B3 zja EJ7 - * ■ �I B2 w rl °° ■ ■ ■ ■ m ■ ■ U U U (DBL) E I I —w Vic EJ3 El miROOF FRAMING PLA SCALE: 1/4" = F-0" 1p v CLEAN COMPACT & TREATED SOIL OR FILL (1) #5 CONT. EXTERIOR STEPS DETAIL SCALE: N.T.E. STRUCTURAL NOTES OMETAI6 W/ 12-I0d X 1 1/2" NAILS. TO BE USED @ E.A. NON GIRDER TRUSS, END JACKS, CORNER JACKS & HIP JACKS TRUSESS CONECTION TO MASONRY WALL. (1 450# MAX. UPLIFT) O(2) SIMPSON HTS20 STRAPS W/ (24) 10 d X 1 1/2' B NAILS EACH (2900# MAX. UPLIFT) OSIMPSON THJU26 W/ IOd NAILS (745# MAX. UPLIFT) OSIMPSON HIOA W/ (16) IOd X 1 1/2- NAILS D 0 TRUSS TO DBL. TOP PLATE. (990# MAX. UPLIFT) OSIMPSON HUS26 W/ (20) 16 d NAILS E & (6) 16d NAILS. 0550# MAX. UPLIFT) SIMPSON HGUS26-2 W/ (12) 16 d NAILS F & (6) IOd NAILS. (2000# MAX. UPLIFT) SIMPSON H5 W/ (4) 8 d TO TRUSS AND TO TOP PLATES OF WALL, KNEE WALL, OR BEAM. (465* MAX. UPLIFT) OSIMPSON MTSI6 W/ 16d NAILS, FILL ALL HOLES. (DBL) CJ5 CJ3 ~ CJI yv N IMPORTANT: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ALLTECH STRUCTURAL ENGINEERING INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONAL'S SHOP DRAWINGS, CONTRACTOR'S BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS, MUST BE BROUGHT TO THE ATTENTION OF ALLTEC STRUCTURAL ENGINEERING INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KELLY E. LYONS, P.E. # 56191 O �i `C N � N ti � N M Qi kr) w C� to N ~� O n U —' rN z N � � n 00 u U (/i cncn N �..i � � I "1 00 OQ M d- M M GQ . � 00 W r� C� 00 V > � �� M W b W� N a w U a; �O M M � ^ to w C �Q -4 E-., z 4� CO a~ �O 00 1�0 N Q J> l� r'+ v) 00 `° SHEET 4of8 A4 FOUNDATION & FRAMING PLAN