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HomeMy WebLinkAboutBuilding PlansGENERAL CONSTRUCTION PLANS CUSTOM i'vESIDENCE FOR BRIAN & LAURA BLACK 3D RENDER SHOWN FOR VISUALIZATION PURPOSESONLY -- ACTUAL FINISHED HOUSE MAY VARY FROM THAT SHOWN. SECTION 1816 TERMITE PROTECTION 1816.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS Of TERMITE PROTECTION LABELED FOR USE AS R PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. 1 1816.1.1 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACRFILLING AND COMPACTIONS COMPLETE. 1816.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL. SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FORMED. 1816 1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. 1816 1.4 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT. RETRERTMENT IS REQUIRED ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. 1816 1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. 1816 1.6 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GARDE WITHIN 1 FOOT 1 305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, R VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGRTICNN/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. 1816 1.7 TERMITE PROTECTION. ALL BUILDINGS SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. R CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THIS BUILDING RS RECEIVED R COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 1816. 2 PENETRATION, PROTECTIVE SLEEVES AROUND METAL PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS AND SHALL RECEIVE APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE, HIGHLANDS COUNTY WIND ZONES 120 115 f 5 130 120 I&IWIMM..— ; . r I 4- LM Wind -borne Debris Region Designated areas where the basic wind speed 150 �11 is 140 mph or greater. t. JOBSITE OCATION � . L Basic Wind Speed 160` Values are nominal design, 3- second gusts, wind -speeds in miles per hour (mph) at 33 feet (I Dm) above ground for 1 ExposureC Category. This map is accurate to the county. Local governments establish specific wind -speed / wind-borne debris lines using physical landmarks such as major roads, canals, rivers and shorelines. Islands and Coastal areas outside the last contour shall use the last wind -speed contour f the coastal area. tiV'7 �,l Prepared by the GeOPlan Center, University Of Florida for the Florida Department Of Community Affairs, Code And Standards Division, pursuant to s. 1606.6 of the Florida Building Code LEGAL DESCRIPTION CAMPBELL ACRES LOT 16 BLOCK 3 (PB 4, PG 56) PUBLIC RECORDS CIF ST. LUCIE COUNT' DESIGU DATA 1. APPLICABLECODE "FLORIDA WILDING CODE 2010" 2. DESIGN W!ID SPEED = 160 M.P.H. 3. RISK CATEGORY II 4. WIND EXPGURE CATEGORY = C 5. INTERNAL PESSURE COEFFICIENT = + / - 0.18 ENCLOSED 6. MEAN ROC HEIGHT = 21' ( SINGLE FMILY RESIDENTIAL ) 7. WIND DEB5 REGION: YES - IMPACT RESISTANT GLAZING 0 HURRICANE SHUTTERS REQUIRED COMPONENT IND CLADDING PRESSURES ZONE 1: +56. / -62.2 ZONE 2: +56.8 / -72.8 ZONE 3: +56. / -72.8 ZONE 4: +62.2 / -67.5 ZONE 5: +62. / -83.3 "a" = 5-0" o o ,a ------------------------ -,-- r ------------------ -a r t-------------------- --- -------------------------- 1 i 1O1—.. p/ 4 cx 3 n ^ �O � OO r n it h ° ° a , 2 2,"' 12 -- - 1 3 € 5� hl rs� 0 oY \ _ I (4) t 7" Q THIS BUILDIN I STRUCTURE HAS BEEN DESIGNED IN ACCORDANCWITH THE 2010 FLORIDA BUILDING CODE. STRUCTURALESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF RCHARD A. SIVER, P.E." "RICHARD A. IVER, P.E." HAS NOT BEEN RETAINED TO PROVIDE, N0 IS RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION,ONSTRUCTION, ADMINISTRATION OR THE DESIGN OF AY NON-STRUCTURAL ITEMS OR SYSTEMS. TABLE OF CONTENTS THIS COVER PAGE 1) FLOOR PLAN / ELEVATIONS 2) ELEVATIONS SHEET 3) FOUNDATION PLAN 4) STRUCTURAL PLAN 5) STRUCTURAL DETAILS 6) ELECTRICAL 3-DIMENSIONAL CAD FULL COLOR RENDERINGS AREA CALCULATIONS: Ft. Porch 196 Living 2218 R. Porch 438 Non -AC 1536 Carport 802 Under RooF 3754 (no walkway) DECK NOT INCLUDED CONTh OCTORS TO VERIFY ALL FOOTAGES (C) 2015 BY THE PLANWORKS COMPANY. UNAUTHORIZED REPRODUCTION IN ANY FORM IN WHOLE OR IN PART IS STRICTLY PROHIBITED. THIS PLAN AND ALL OF IT'S PARTS, SPECIFICATIONS AND DETAILS IS PROTECTED UNDER VARIOUS COPYRIGHT LAWS. REPORT All VIOLATIONS! DRAWN AND SCALED USING SOFrPLAN V 14.4.4 19t Lude Cmn"WMV Department W CD ICE 0- cc ?>J O l.J SITE PLAN )M DESIGN FOR: BfiIRN & LAURR BLACK PAINTED: January 13, 2015 DRAWN BY: GARY MELESKI CHECKED BY : R.S. SCALE: 1 /4" = 1'- 0" OR AS NOTED JOB: BRIAN & LAURA BLACK CATEGORY: CONTEMPORARY REVISION HISTORY The Planworks Company DESIGN • DETAILS • ELEVATIONS • FLOOR PLANS • SITE PLANS 2909 CARNABY LANE - GARLAND, TEXAS 75044 • TELEPHONE 863 381-7207 NOTES: STRUCTURAL REVIEW ONLY BY: RICHARD A. SIVER, P.E. RICHARD A. SIVER, P.E. 19 rr P.E. #65698 a t.. ENGINEER SEAL J iLJJ W LLJ L GENERAL CONSTRUCTION PLANS CUSTOM RESIDENCE FOR BRIAN & LAURA BLACK 3D RENDER SHOWN FOR VISUALIZATION PURPOSESONLY ACTUAL FINISHED HOUSE MAY VARY FROM THAT SHOWN. SECTION 1816 TERMITE PROTECTION 1816.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS R PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. 1816.1.1 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BRCKFILLING AND COMPACTIONS COMPLETE. 1816.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH R CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FORMED. 1816 1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE RNY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. 1816 1.4 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VRPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT. RETREATMENT IS REQUIRED ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. 1816 1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. 1816 1.6 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT ( 305 MM ) OF THE PRIMARY STRUCTURE SIDEWRLLS. ALSO, R VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. 1816 1.7 TERMITE PROTECTION. FILL BUILDINGS SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. R CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THIS BUILDING AS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABUSHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 1816. 2 PENETRATION. PROTECTIVE SLEEVES AROUND METAL PIPING PENETRATING CONCRETE SLRB-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS AND SHALL RECEIVE APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. DESIGN LORDS TCLL - 20 p.s.f. TCDL - 07 p.s.f. BCDL - 10 p.s.f. BCLL - non -concurrent 10 p.s.f. SOIL BEARING CAPACITY ASSUMED TO BE: 250psf DAMAGE PROBABILTY FROM WEATHERING: NEGLIGIBLE DAMAGE PROBABILITY FROM TERMITES: VERY HEAVY FLAME SPREAD AND SMOKE DEVELOPED INDEX: INSULATION: NOT TO EXCEED 25 WALL & CLG. FINISHES: NOT TO ESCEED 450 FLORIDA WIND ZONES 130 115 120 1 0 s:a: to,, 115 130 1 120 1 00bm � Z_ .1Wma "Syrryt sayer - w 140 Fall, st 3 AM?<s PAN* t... tr>c tq � MYit 140 AarWill Wind-borne Debris Region ' _ Designated areas where the basic wind speed 150 is 140 mph or greater. JOBSITE LOCATION Basic Wind Speed 160 © values are nominal design,3- second gusts, wind -speeds in miles per hour (mph) at 33 feet (10m) above ground for 1 Exposure Category. © This map is accurate to the county. Local governments establish specific wind speed / wind-borne debris lines using physical landmarks such as major roads, canals, rivers and shorelines. © Islands and Coastal areas outside the last contour shall use the last wind -speed contour of the coastal area. 40 0 I J,) 1 DiE, Prepared by the GeOPlan Center, University Of Florida for the Florida Department Of Community Affairs, Code And Standards Division, pursuant to s. 1606.6 of the Florida Building Code LEGAL DESCRIPTION CAMPBELL ACRES LOT 16 BLOCK 3 (PB 4, PG 56) PUBLIC RECORDS OF ST. IUCIE COUNTY DESIGN DATA 1. APPLICABLE CODE "FLORIDA BUILDING CODE 2010" 2. DESIGN WIND SPEED = 160 M.P.H. 3. RISK CATEGORY II 4. WIND EXPOSURE CATEGORY = C 5. INTERNAL PRESSURE COEFFICIENT = + / 0.18 ENCLOSED 6. MEAN ROOF HEIGHT = 21' ( SINGLE FAMILY RESIDENTIAL) 7. WIND DEBRIS REGION: YES - IMPACT RESISTANT GLAZING OR HURRICANE SHUTTERS REQUIRED COMPONENT AND CLADDING PRESSURES ZONE 1: +56.8 / -62.2 ZONE 2: +56.8 / -72.8 ZONE 3: +56.8 / -72.8 ZONE 4: +62.2 / -67.5 ZONE 5: +62.2 / -83.3 "a" = 5-0" , r , o o :o O --------------------- --------;0 r r -, -------------------------- tl �0 tO _IQ I_ 4 O tit3' Q2 3 1 O O, h ® ; O ;®®; O ® i tl 3 -Q2 - 3 1 �Q� --I ,5 h IF S"S,I THIS BUILDING / STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING (ODE. DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF "RICHARD A. SIVER, P.E." "RICHARD A. SIVER, P.E." HAS NOT BEEN RETAINED TO PROVIDE, NOR IS RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, OR CONSTRUCTION ADMINISTRATION. J N89027'15"E 1270.19' t10 o LOT 16 BLOCK 3 (PB 4, PG 56) PUBLIC RECORDS w OF ST. IUCIE COUNTY m Z 00 0 _ o = - � LAKE ro R 302' +/- E 60' +/- 695' +/- w TABLE OF CONTENTS THIS COVER PAGE 1) FLOOR PLAN / ELEVATIONS 2) ELEVATIONS SHEET 3) FOUNDATION PLAN 4) STRUCTURAL PLAN 5) STRUCTURAL DETAILS 6) ELECTRICAL 3-DIMENSIONRL CAD FULL COLOR RENDERINGS SITE PLAN CUSTOM DESIGN FOR: BRIAN & LRURR BLACK PRINTED: July 21, 2015 DRAWN BY: GARY MELESKI CHECKED BY: R.S. SCALE: 1 /4" = 1'- 0" OR AS NOTED JOB: BRIAN & LAURA BLACK CATEGORY: CONTEMPORARY REVISION HISTORY The Planworks Company DESIGN • DETAILS • ELEVATIONS • FLOOR PLANS • SITE PLANS 2909 CARNABY LANE • GARLAND, TEXAS 75044 " TELEPHONE 863 381-7207 AREA CALCULATIONS: NOTES: Ft. Porch 196 Living 2218 R. Porch 438 Non -AC 1536 Carport 802 Under Roof 3754 (no walkway) DECK NOT INCLUDED CONTRACTORS TO VERIFY ALL FOOTAGES (C) 2015 BY THE PLRNWORKS COMPANY. UNAUTHORIZED REPRODUCTION IN ANY FORM IN WHOLE OR IN PART IS STRICTLY PROHIBITED. THIS PLAN AND ALL OF IT'S PARTS, SPECIFICATIONS AND DETAILS IS PROTECTED UNDER VARIOUS COPYRIGHT LAWS. REPORT ALL VIOLATIONS! DRAWN AND SCALED USING SOFTPLRN V 14.4.4 RICHARD A. SIVER, P.E. P.E. #65698 w 0 0. cc O lJ RICHARD A. SIVER, P.E. ENGINEER SEAL SLAB -4" yD i ------------------- - - - - -- - - - - -- \ \ A I \ \ \ \ OPTION FOR fir \\�\ CONCRETE STEPS OPEN DECK o \ \ _ —_— a I 1I \ \ L _ \ \ I 7 \ `\ r i 47'-9" � 14._2. 1._4„ 12'-3' V. \ ----- ' I _TOP Q 9'-4 — — — — — — ----- ------------ W. ?V I I $� 34. q. 2 -4 T° w 13•-e MA!JO SUITE------------------------------------------- ----------- 0—----- ----- '' I I CEILING 0 10'-0 LANAI ; WI61Q 1��mg , WALK-THHU , a ;, J a VOLUME CEIUNG @ 10'-0° x-o-x I ct o SHOWER a5D . $4 SLAB-4- 3'-0' MASTER nm� i V. yD z I I b h BATH # I 1 .� aL o w-v / Y y. Yo \� Wo _ 10•-0• FIAT a ho _ ; 1 V-4' FIAT ; ; ; ; NUII ' DOUBLE SNN DI F ^� HIS/HERS, 1..; � ; `� n9• WALK-IN .9 CLOSET \ y 4•-0° M o F----------'---------- ------ -- T o ySg Lr .• COFFERED 0 1 PL4 4 4 0 ROD ;GRAND ROOM ; go ON �I-- , vg , q F INN , OSIDER------- ------ ' p-0' y#RLLSNW _ J• •--------- `-- i ¢ LA og — � --- Z KITCHEN v o a �Gr------- CEILING '-4 !3 --- '--- OFFICE � � � I CEILING @ 9'-4" b m ; ; ; ; ; ; .S� a E7G� ; I 3068 EHIRY ITRLISSENGINEER: , Sa- DROPCE#NC ' l>TI TY9DEUL,IFIS ; ; i iRDJUST RS REWIRED: r •9'-4- PANTRY ; q 16•IrYWSCIM IFOR ERING ssmP.A , , , 'FERSIWIIR'UTY_ . SEGMENT TOP 08'-4' (4+ mPy a. wi I 8�'�_________��^ w` BERM SITS ATOP WALL -r 10•-0° FUTr SHIM AS REQUIRED ITG=I sic PORCH IIICFIST-CRETE" F I BF-16 IB11T SET @ . , p/RI I1 BUILD -OUT .• L . 12' SQUARE COLUMN BLOCK TRIM U11 STUCCO TOP AND BOTTOM BUIII TO TO FORM CAP AND BASE 13'-6" Dote Platted : JLIIV 21, 2015 Time Plotted : 01:42 PM Software Version : 14.4.4 Version Name : SoRPlan Plan Name : Black Floor Plan Updote pp'-2" ENTRANCE CEILING 0 19_0` SIHB-' 3•-' 4.-0„ TOP 0 10'-0' TRUSSES SIMULAPE BEARING @ 12'4" RRCHLURY ------------------- ------------------ ---- CONCRETE STEPS ---- ------------------- 6'$° 9'-W TRUSS SPAN 8'-8' q v '4 ° BEDROOM #3 > xo CEILING @ 9'-4" a' TOP 2'-4 aD bN 4" 121-W 3s vlcaEGRas SxidmOI'd 12 PERK PR( ('NGINEERED WOOD 6 PITCH TRUSSES ® 44' O.C. MEAN HOOF HEIGHT- WALL HEIGHT+ 1/2 DISTANCE TOP CIF WALL TO PENN NETRL ROOMING OVER 15#FELT ROOF ASSEMBLY CERTIFIED TO WAHSTRND 160 MPH WIND SPEEDS 7116 056 SHEATHING UAD HINGSHRMs 0 6. O.C. EDGES FIND INTEflMEDIHTE FIND 0IV4P O.C. ® GABLE ENDS TYPICAL U.O.N.ER S#7PSON AWAT 16 R30 MIN. INSULATION UV(14) -10D X 1 1/4 1@' COUNG BOARD CB 5/8' SHEETROO( flLUNNM1M DflP EDGE OP I X C FIRESCONTINUOUS AROUND PERIMETER // flflNE M OVERHANG # 5 CONTIM)OIlS Rf&R 4' X 6' SUB FASCIA 1' X 8• DRAPE BACKING STRIP ALUNNNUM FASCIA EXTENDED 14' ON ERG, SIDE OF ALL OPENINGS ( WINDOWS AND DOORS ) VENTED ALUMIMIM SOFFIT (CMTICMRLVIMASCRIT) ALUMINUM CRSTCRETE LINTEL OVER ALL OPENINGS WINDOW CAST METE WIND RESISTANT PREG19 1/4' DRYWALL ON UgLLS CONCRETE SILL P. T. RNYANG STRIPS z a a (1)#5 VERACRL IN FILLED CELL 0 6'-0' O.C. (MAD[). VERTICAL. DOM ROD SHALL RUN FROM FOOTING TO A - 4.1 MN. INSULATION BE UNTEL & ALL STEEL LAPS SHALL BE MNINWM OF 25' WOOD BASE 8"X 87(16° CONCRETE BLOCK UU(1) #S R D fNNSIFIDOR FROM FOOTING TO THE LNTEI AT CORNEAS & AS INDICATED ON FOUNDATION DRAWING 1 - #5 VE RCRL AT CORNERS AND ENDS , - #5 VERTICAL EACH SIDE CM OPENING 4 4 • ' a ' 4 ' 4 ' 4 ' 4 ' 4 ' 4 6'-0'TO IV-11' n '4 d•4 16 • 4 - #5 VERTICALS EACH SIDE OF OPENING - 0 .': 14'4)'OR URGED •• <••° G-Cr MADOMUM SPACING ON (4) # 5 flEBflfl t ;, �I 6 WL VAPOR BRRRIEA VEffnGiLSTYPKAI U.O.N. 16 4' THICK 3.000 P.S.I.'FIBEAMaH' CONCRETE (I) #5 VERTICAL RT ALL MIXNOLIIHIC CONCRETE MOMURE BFIRRIER (6 M L ) GIRDER LOCATIONS FOOTING W(4) # 5 RODS OVER (WIN COMPACTED CTED FILL POISONED fl(GRINST TEINMES. - STANDARD FLORIDA DETAIL R REMOVE RILL ORGAOK NVATTER AND OTHER MODIFIEDPROCTOR. SOIL AOVEALL TED ORG NKNff ELAND OTHER MATERIAL FROM TINDER SLOB. SCALE : NTS MONOLITHIC / RAKE CUT FASCIA --- TYPICAL - - M Y 2'-4' 5'-8' 2'-4" F-8" V �O 2'-10' 2'-10' Ir 355H CGREii ss.mcs T•�p9 V READING I , 2 s 9 WALK-IN `° ' BEDROOM #2 3 CLOSET I CEILING @ 9'-0" ' M ; 4'40' 1 p'-8" is n 13'-p" TITI CH � 0 a CEILING AIR HANDLER TO914"N IN ATTIC 5'-0'TO 9'-0,III 28M 2868 I Y BATH 3 SHOUA:A is SHELF - - - -ROD ------- SC E TO CENTER o $ WALK-IN CLOSET ; in \ / I - —---- o co 6.-q.-----' RECEss SHOWER 4' 3px36'SLDBT of rP# m.m Pr W-10' V a O in 2' 7'lI' 3'-W AJUSOPEN p868 SIZE To (ENTER HKOESS LINEN WINDOW I I SHOWER 4' STACK o BATH 4 II \ / ?oa a CEILING @ 9'-0" I z I w I I . . 2'-4° 1'-p° SLID 10• p._p. wig T , ER HEAEAiDER 10 °D Lw SEPERHTE CLOSETS b oI STEPS (5 RISE ) a CONCRETE LAUNDRY ROOM o CEILING @ 9'-4" 3 b I I � I I � y I , z o H 72'_p° NOSE BIB f6S1 COL S..b p9 nmP# o IMPORTANT NOTICE: All MASONRY/CONCRETE EXPANSION ANCHORS SPECIFIED HEREIN SHALL BE REDHEAD TRUBOLT WEDGE ANCHORS OR EQUMLENT. -TYPICAL- IMPORTANT NOTICE: 1 ANY CONNECTOR, PLATE, STRAP OR ANCHORS SHOWN OR DETAILED ON THIS PLAN MAY BE SUBSTITUTED AS LONG AS ORIGINAL SPECIFICATIONS ARE MET OR EXCEEDED J 'PIG ROOMS PROVIDE AN EGRESS )O N WITH A NET CLEAR OPENING S SO. FT. FOR GROUND FLOORS, i0. FT. FOR UPPER FLOORS. OPENINGS LL NOT BE LESS THAN 24'H OR 20-W . NZIT MORE THAN 44" ABOVE FLOOR. IMPORTANT NOTICE: REFER TO AND USE ONLY THE LATEST TRUSS LAYOUT AS SUPPLIED BY TRUSS ENGINEERING COMPANY 12 PERK PRE-ENGINEERED WOOD 6 PITCH TRUSSES D 44. O.C. NEAN ROOF HEIGHT -WALL HEIGHT a 1/2 DISTANCE TOP OF WALL TO PEAK __� METAL ROOMING OVER IS#FELT HOOF RSSENIBLY C61mm TO WITHSTAND 160 MPH WIND SPEEDS r ,!'\ / \ 7116 MIT SHEATHING UA8D 0 RWGSHRNK 6" O.C. ESRNB NTEflMFDNRE AND 0 4'-0' O.C. 0 GABLE ENDS TYPICAL U.O.N. SINPSON METH 16 R40 MIN. INSULATION W/(14) -10D X 1 Ire 1/4' CEILING BOARD 08 5/8° SHEEmCKH FRINNMMI ORIP EDGE / T% 1XC FIRESTOCONTINUOUS AROUND �IMETEi RAKE CCUT —/////// OVERHANG # 5 CCMWNIIOIb flEBAR 4" X b° SUB fflSOfl 1 ° X B' DRAPE BACKING STRIP AWMINUM FASCIA EXTENDED 12'ON EACH SIDE OF ALL VENTED RU1mNUNI SOFA OPENINGS ( WINDOWS FIND DOORS) (OPfpWL MNVI SCMFR) ALUMINUM NDOWISTCAETE UNTEL OVER FILL OPENINGS OW WIE CASTCHETE WIND RE55TBNT PRECAST CONCRETE SILL 1/4' DRYWALL ON UTAALLS P. T. FURRING STRIPS ¢� q (1) 45 VERTICAL IN FILLED CELL a_ S &-V O.C. (NM). VERACflL DOWN ROD SWILL RUN FROM FOOTING TO A -4.1 NIN. INSULATION TIE UNTEL & FILL STEEL LAPS SWILL BE MINRIN OF 45• WOOD EASE 8'X 87(,6' CONCRETE BLOCK W/(1) IIS ROD FROM ADORING TO THE LINTEL AT CORNEAS RASH FLOOR & AS INDICATED ON FOUNDATION DIW WING 1 -#5 VERTKflL ITT CORNERS AND ENDS -#S VERTICAL EACH SIDE OF OPENING T &Ar TO I V-11 • 4 - #5 VERTICALS EACH SIDE OF OPENING VARIES 6 h#1 VflPOfl &IAfllEfl ir-W OR WRGER SEE ROOF 6'4' MflXIMUM SRIACINIG ON PLAN FOR VERTCALS TYPICAL U.O.N. HEIif15 4"THICK 3.000 P.S.I.'FIBERNIESH' CONCRETE (1) #5 VERTICAL ITT ALL NOISWRE BARRIER (6 MIL. ) GIRDER LOCATIONS OVER CLEW COMPACTED FILL POISONED AGAINST TERMITES. 8" SOIL CCMMflOED 4,000 P F I MODIFIED PROCTOR. L,L REMOVEORGANIC UNSUITABLE MERFRCMUNDER SLAB - STANDARD FLORIDA DETAIL 8•x,4,1'ONoeTE FOEA,NE W(4) # 5 RODS SCALE : NTS - STEMWALL / RAKE CUT FASCIA --- TYPICAL --- 1 F-4' p,-0' FRI ----------------�--- I I 2 CAR CARPORT I 1 I LU/' ATTIC STORRGE BOX TRUSSES ABOVE I I I I I 1 CEILING @ 9'-4" I I I I I I o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N } I I 1 ¢ 0 (D e U' ¢ n O I I ¢ I I I 1 I I I I I I I 1 I I I I I I o I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 SLAB -48" I I BUILDER OF HOME IS RESPONSIBLE FOR DETEAIWNING THE ACTUAL HOUGH OPENING SIZES FOR ALL EXTERIOR DOORS FIND WINDOWS. THESE OPENINGS SHALL BE SIZED RASED ON THE ACiURL DOORS AND WINDOWS WHICH ARE TO BE INSTALLED IN THE BUILDING AND SHALL ALLOW FOR THE 1/8" MH)OMUM GAP BETWEEN WINDOW/DOOA FARM AND T14E'BUCK STRIP'. J NOTE: ACCEPTABLE CERTIFICATIONS FOR WIND PRESSURE COMPLIANCE FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, ROOF ASSEMBLIES, ANY OTHER COMPONENTS, AND CLADDING SHALL BE PROMDED TO ENGINEER AND BUILDING DEPARTMENT BY OWNER OR BUILDER FIT TIME OF APPLICATION FOR BUILDING PERMIT. N ACCORDANCE UBTH STATE AND LOCALLY ACCEPTED DRAFTING AND DESIGNING PRFK110E5 WFL1$ ARE DRAWN TO NEAREST INCH DIMENSIONS. effl LE 4' , 6' . 8• LURLLS ETC. ARE DROWN TO THOSE DIMENSIONS. FURRING, DRYWALL, INSULATION ETC ARE NOT SHOWN FOR CLARITY WHICH WILL RESULT IN ROOM DIMENSIONING THAT WILL VARY SUGHRY FROM THOSE SHOWN ON THE PLAN. IF LAYOUT IS CRITICAL PLEASE INFORM THE LAYOUT PERSON PRIOR TO THE LRYOLTT COMMENCING. F'LF COpY0 THIS BUILDING / STRUCTURE HAS BEEN ` DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. DESIGN PREPARED LNDER THE RESPONSIBLE CHARGE OF "RICHARD A. SAFER, P.E.° 'RICHARD A. SIVER, P.E.' HAS NOT BEEN RETAINED TO PROVIDE, NOR IS RESPONSIBLE FOR, HELD SUPERVISION, INSPECTION, OR CONSTRUCTION ADMINISTRATION. OR SYSTEMS. F- Z 0w00Q cc Cr'z=��3 �a¢0, _ac 3a 1vw/¢Qa V ZTa> FA Ln J N ¢ V Cr ¢ Z O QGCr C ¢ZOvl lai1 W 06 w¢ ¢ ~ W ¢ 0 W _ZJ CC 0�T DO¢ ¢ o g L'DOOQ,^—W j Cr D a50z_LAW v Z= E W E V M�a_Q JLn cr cc C_r O M LV w O Z:) 1100 V Q O x 0 cc Q O } Y CC kn N a V CC O DID a- W C In `z c) CC o¢vi- Cc~ e Z CM GE II Lau }}DO e} 2w COcc O W 3 V _ W Q¢2VOIE QQ V Lnv ILL; d LA e cc C r C v E8, S oa >v a O w 3 C Le O GZ. �w z 0M og �o V c� .n LL M�11 Q 0�0 Ln � w a—rn 0 ? 0 rn ii ¢ O >_ O C Y LL z Z U 0 Q > g 01 rn t GO 3 O J . a G CC a° a°, ° 3 cc LL Li (D c z VO } J to p `= r � w c w cL O O U W t s 6' SQUARE CUT FASCIA W/ 16' OVERHANG AM APPROXIMATE TOP OF ROOF ENTRANCE_ (TRUSSES SIMULATE BEARING) PORCH PLATE _ TWIN PUifE INTERIOR FLOOR 6' SQUARE CUT FASCIA W/ 16" OVERHANG MAX 1f Sg1RREBILM— COLUMN W/ SHICCO . CRP HD BASE. _TYP_, I"SKIRT METER FRONT ELEVATION SCALE : 1/4" = 11-011 Q UC (2) 25 SH COL W SQWM CUR FASCIA U11 16' OVERHfMVC> 71- CONCRETE 12" OVERHANG GABLE ENDS STKCO TRUSBEAR D74� CONCRETE STAIRS GABLE ENDS METAL SCREW -DOWN 26 GR. 30" X 36' IRS COL ' OBS TMP ' , loss - ; 35 SH COl EGRESS - - - 25 SH COL / (� � ,INTEFIIOAFFL N Cr R.F.F.O t , CCCKCINIRI SAE. \ /1 /1 W i, 1 \ (1 O' A( \ Pl(0 OW MCCRELD — TYPICAL U.O.N. — �pu ainiumv iuiim�m �ia REAR ELEVATION SCALE : 1/4" = 1'-0" 12' OVERHANG GABLE ENDS AIFT 4 12' SQUARE BLOCK,-► m, CpWMN UI/STUCCO CAP SIRSE . -T 36' X 48' GIB - - ' 24 SH CC)t INTEiIOf ROAR ®Q' A.F.F. STEMWALL HEIGHT 48' —TYPo ikAIU.O.N, — Ic LEFT ELEVATION SCALE: 1/4" = 1' 0" Dote Plotted : July 21, 2015 Time Plotted : 01:42 PM Software Version : 14.4.4 Version Nome : SoftPlon Plan Nome : Block Floor Pion Update CONCRETE STAIRS IMPORTANT NOTICE: All MASONRY/CONCRETE EXPANSION ANCHORS SPECIFIED HEREIN SHALL BE REDHEAD TRUBOLT WEDGE ANCHORS OR EQUMLENT. -TYPICAL- 12'OVERHRNG aNla F FNIK RIGHT ELEVATION SCALE : 1/4" = 1'-0" IMPORTANT NOTICE: ANY CONNECTOR, PLATE, STRAP OR ANCHORS SHOWN OR DETAILED ON THIS PLAN MAY BE SUBSTITUTED AS LONG AS ORIGINAL SPECIFICATIONS ARE MET OR EXCEEDED CONCRETE STAIRS 6080 DBL AR 6'SQUARE M FASCIA ',W/ 16' OVERHANG MAX 6' SQURP FASCIA LU OVERHM 4' SLR8 @ -W A.F.F. - - 111111111111111111111111 ��� IIIIIIIllllllllilllllil Illll��lllllllfllll!llllllllfllllllllllllllll TYPICAL CONCRETE BLOCK CONSTRUCTON WITH TEXTURED STUCCO FINISH 6" SQUARE CUT FASCIA W/ 16" OVERHANG MAX 1 .r; 4' SLAB WITH ; ' 48B0 fRENCH 1' SWAT MOUND 2� SH PERIMETER 0 -' R.F.F. - STEMLIALL HEIGHT 48' ' - - TYPICAL U.O.N. - WITH TEXTURED STUCCO FINISH STEMWRII HEIGHT 48' — TYPICAL U.O.N. — IMPORTANT NOTICE: REFER TO FIND USE ONLY THE LATEST TRUSS LAYOUT AS SUPPLIED BY TRUSS ENGINEERING COMPANY BUILDER OF HOME IS RESPONSIBLE FOR DETERMINING THE RCIURL ROUGH OPENING SIZES FOR ALL EXTERIOR DOORS FIND WINDOWS. THESE OPENINGS SHALL BE SIZED BASED ON THE ACTUAL DOORS AND WINDOWS WHICH ARE TO BE INSTALLED IN THE BUILDING AND SHALL ALLOW FOR THE 1/8' MR)LIM1M GAP BETWEEN WINDOW/DOOR FRAME RIND THE 'BUCK STRIP'. J NOTE: ACCEPTABLE CERTAICAHONS FOR WIND PRESSURE COMPLIANCE FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS. HOOF ASSEMBLIES, ANY OTHER COMPONENTS. AND CLADDING SHALL BE PROVIDED TO ENGINEER AND BUILDING DEPARTMENT BY OWNER OR BUILDER AT TIME OF APPLICATION FOR BUILDING PERMIT. J T 69X SLAB WITH S19RT AROUND RIMETER 0 4" R.F.F. F L Ems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ote Plotted . July 21, 2015 Time Plotted . 01:45 PM SoRwore Version : 14.4.4 Version Nome SoftPlon Plan Nome Black Floor Plan Update #5 BERRA AT T� MN- (1) REWIRED I -IN -GERM o CKU. r: us REIN AT eoTroM • of uMa <Rmv REINEIXIGNG PAP6D® IN UMEL B•NOMMBURDTH (9ANE5) f = TILLED UNIH GROUP / U = U4AlE0 �QIMnn MAEsns f BOTrGMaE UNraaMry 8F 16-1 B/1 T /IT L(NRNLII M `NQWW)LHEIGM A638ARTT01' a NALWIDTH TYPICAL PRECAST TYPE DESIGNATION 4" CONCRETE SLAB 6x6 #10 WIRE MESH OR FIBERMESH It I Mi L 'il,�lll Ijlllll�ll liilllllilllllilllllillllli VAPOR 12'k12' MIN. FOOTER BARRIERCOMPACTED EARTH NON -BEARING STEP TOOTER SCALE: NTS NOTE: 5/8'W EXPANSION BOLT MAY BE USED IN PLACE OF ANCHOR BOLT. CMrr BOLTS FORCE WAIL RPIDUCRTIONS. 1/2' AB W/ 6" EMBEDDED 21 O.C. (TYP) AT BEARING Wflll 6X6 #10 WIRE MESH 4' CONCRETE SLAB O FIBERM MESH VAPO BARR (2) NO.5 BAR STEP FOOTING SCALE: NTS USE CASTCRETE 8F16 -1 B/1 T OVER All OPENINGS UNLESS OTHERWISE NOTED ON PLAN 11 PS'-8" Q,_0" #2 SO. PINE 2"X4' FRAMING 16" O.C. P.T. 2'X4' PLATE — SIMPSON SIFT ON EA. FRAMING MEMBER &I OD @ STUD 4-1 DID @ PLATE UPLOAD = 585 BOTTOM CHORD OF TRUSS ATTACH TRUSS TO TOP PLATE WITH SIMPSON HT. ATTACH STUD TO TOP PLATE WITH SIMPSON DSP. 2'X4" BRIDGING TYPICAL AT MNDPOINT 5/8' X 101 ANCHOR BOLTS Ul/ 2 X 2 X 1 /4' WASHERS 18' O.C. EMBED MIN 7' E M _s 2 #5 REBAR CONT. —Lr 1 •may. _ FOOTING AT INTERIOR BEARING WALL SCALC: NTS METAL ROOFING ON 15' RELY ON W CDX OR 7/16. OSS WI1HaN5RNDWCOMNML,6.00 MNMNACRIAED SFRRPRNG AS PER WOODTRUSS 24.O.C. TRU55 PIRN USE SIMPSON METR16 RLSOA OI 2 X 6 — COMIMIOIS BOND SCAM SI1B A5(R WI SR•GYPBOARD METAL DRIP CAP OR 1/2INCH CBINIG BOARD OY ALUM RASOP OR 7/16.OSS ON CnUNG WnM U 6•nT IZEC. & W ANT. VENT® AUUM. 50RU IW X 16.0ilU CDUN SEE ftEV FCR SHAPE VERTICAL COURM REINFORCEMENT 2 EA. NO. 5 AEBRA FOOTING URH 90D HOOTS C10)N0U4'X4' ® EA. fiflO11R0 (Ell NOTE: MLfo012l's 12• BELOW C,RDE I W P.C. WE UN M CONT. 3ETUIE@1 COS. URH M. W 301R SURFACE EA. END CRP WITH 1 COURSE =I& CMJ HNOCNOA URH 1 N5 R COS. INTO N.O. BLOW w mO RNL AENMETER BOND c BHMWBHY wm.RT CORNBIs. SOIL C(wACTW TO 2,000 PW 11195%MODRED ffi T . REMOVE ALL oflc CMREEA AND OTHER Ui5URBBIE MRTEAMS FROMUNDER5LA8. P4•X24•X16'CONC. PAD I L� BRAS W TwolNDS NS BM58'O.0 SPUCEDCOURVIWITHVERTICALWITH SPLICED WITHV FX — le4" x 94'I - EXTENDING NU1nON EACH WRY. Mfl15ro 8E 8' fIBOVE CRL B AR ONEAr EAANMRD BOTTOM Of fCgTER flND 8'BELOW 0B 2 NO. S SFNrvwiRD 9D H0015 AWNED GRHDE 16" X 16" COLUMN LU/CONC PRECAST SCALE: NTS Q.-0" ----------------- EF- - - ---- -----...---------- ,----------- I I � III III CASTCRETE BF-16 1 B/1 T SET @ 8'-0" I I TYP ALL HEADERS -- I w w 111 111 w w 4" THICK 3,000 PSI FIBERMESH CONCRETE III MOISTURE BARRIER ( 6 MIL ) C OVER CLEAN COMPACTED FILL POISONED AGAINST TERMITES. I I iii SOIL COMPACTED TO 2,000 PSF @ 95`'/o ii I I I I MODIFIED PROCTOR. REMOVE ALL I I ORGANIC MATTER AND OTHER UNSUITABLE I • ;;; MATERIALS FROM UNDER SLAB. ' III III ' • � m III � m nI I I i 1O DI i I m uI I I I w m I I I I SLAB -48" ii I I 111 III , I I I III III , i III 1O I I I , III III , I I I I i iii iii ; I I 16" DEEP X 16" WIDE I I MONOLTIHIC FOOTING I I I I W/(2) - #5'S CONTINUOUS I I I TYPICAL U.O.N. ; � HI III -------------------- F--- ------ NOTE! ACCEPTABLE CERTIFICATIONS FOR WIND PRESSURE COMPLIANCE FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, ROOF ASSEMBLIES, ANY OTHER COMPONENTS, NNENTS, AND CLADDING SHALL BE PROVIDED TO ENGINEER AND BUILDING DEPARTMENT BY OUNEA OR BUILDER AT TIME OF APPLICATION FOR BUILDING PERMIT. P'—( 1 T'11" IN ACCORIIRNCE WITH STRTE AND LOCALLY ACCEPTED DRAFTING AND DESIGNING PRACTICES WALLS ARE DRAWN TO NEAREST INCH DIMENSIONS. EXfNP E 4'. 6'. 8' WALLS ETC. FIRE DRAWN TO THOSE DIMENSIONS. FURRING, DRYWALL, INSULATION ETC. FIRE NOT SHOWN FOR CLARTIV WHICH WILL RESULT IN ROOM DIMENSIONING THAT WILL VARY SUGHT00 FROM THOSE SHOWN ON THE PLAN. IF LAYOUT IS CRITICAL PLEASE INFORM THE LAYOUT PERSON PRIOR TO THE UMIT COMMENCING. 4 4 O NOTE: USE OF THIS SYMBOL INDICATES THE LOCATION OF A 5/8" VERTICAL STEEL REINFORCEMENT ROD, PROPERLY TIED TO THE FOOTER AND PROPERLY SPLICED, WHICH RUNS CONTINUOUS TO UPPER HORIZONTAL BOND/TIE BEAM. THE CELLS IN WHICH THE ROD IS LOCATED SHALL BE POURED SOLID WITH CONCRETE DURING THE POUR OF THE TIEIBOND BEAM. THIS BUILDING / STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF'AICHARD A. SMYA, P.E.' "RICHARD A. SIVER, P.E.' HAS NOT BEEN RETAINED TO PROVIDE, NOR IS RESPONSIBLE FOR, MEW SUPERVISION. INSPECTION, OR CONSTRUCTION ADMINISTRATION. OR SYSTEMS. n c F=cr CC }pw00¢ Z D_ M F¢ y l Z ¢ Z 2 V = a Ir0M�leccq O Z CC "aa7 CC Inv V Z} a§ V V L n O UaL L z MbRIQno> 0Ec z 0 tA� w O E It a — C W�¢ LL W 2 w g pF RO m ¢ ¢ Cc g z MZ Cc acr ZOzg 3¢ M of srLa ' Ti co TJ \r cc M Z J LA La W O L M V i cc 0 x z 0 cc 2 Y CC N Cr J2 cc CDOCc En Cc o� o¢ a CE (_ �I La 0 z w}mvcc � co cc �aYw ..0 �crwQtnr Cc LL = V 0 Cc 00V LAV w Un h cc s r v ac G w� C tg Vo$ s s= Op 3 a5 C om i ow z= zo �o GELD M c>j un W r, 3 O 8 z P ? m z ¢ is 0' -2 r a VI It Z D w w c g �IM o lols 3 .4 J o Er Ej V V a G n. 3 0 ¢rz CC Y ¢ v S p CC v w 'O LL = O N M Z 0 w LA oZ rM BOTTOM CHORD OF TRUSS TOp @ 4810 TOP @ 4811 Date Plotted . July 21, 2015 Time Plotted . 01.46 PM Software Version 14.4.4 Version Name SoftPlon Plan Name Black Floor Plan Update TOP @ 40" T�op @ 401, � TOP @ 4011 TOP @ 4811 TOP@4011 TOP @ 40 11 TOP @ 40" TOP @ 48 11 TOP I @ 48 11 11 TOP @ 4$ ..'oo I @118// STEMWALL HEIGHTS ISOMETRIC SCALE: NTS IMPORTANT NOTICE: RII MASONRY/CONCRETE EXPANSION ANCHORS SPECIFIED HEREIN SHALL BE REDHEAD TRUBOLT WEDGE ANCHORS OR EQUIVILENT. -TYPICRL- IMPORTANT NOTICE: ANY CONNECTOR, PLATE, STRAP OR ANCHORS SHOWN OR DETAILED ON THIS PLAN MAY BE SUBSTITUTED AS LONG AS ORIGINAL SPECIFICATIONS ARE MET OR EXCEEDED I IMPORTANT NOTICE: REFER TC) AND USE ONLY THE LATEST TRUSS LAYOUT AS SUPPLIED BY TRUSS ENGINEERING COMPANY 11 TOP @ 48 BUILDER OF HOME IS RESPONSIBLE FOR DETERMINING THE ACTUAL ROUGH OPENING SIZES FOR ALL EXTERIOR DOORS AND WINDOWS. THESE OPENINGS SHALL BE SIZED BASED ON THE ACTUAL DOORS AND WINDOWS WHICH ARE TO BE INSTALLED IN THE BUILDING AND SHALL ALLOW FOR THE 1 /8' MAXIMUM GAP BETWEEN WINDOW/DOOR FRAME AND THE "BUCK STRIP". NOTE: ACCEPTABLE CERTIFICATIONS FOR WIND PRESSURE COMPLIANCE FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, ROOF RSSEMBUES, ANY OTHER COMPONENTS, AND CLADDING SHALL BE PROVIDED TO ENGINEER AND BUILDING DEPARTMENT BY OWNER OR BUILDER AT TIME OF APPLICATION FOR BUILDING PERMIT. #s SO. PINE 4'X4" FRAMING 16" O.C. P.T. s" X4" PLATE — SIMPSON SP1 ON ER. FRAMING MEMBER 6-1 OD ® STUD 4-1 OD ® PLATE UPLOAD = 585 4 #5 REBRR CONT. 1'4' _ ATTACH TRUSS TO TOP PUaTE WITH SIMPSON H1. ATTACH STUD TO TOP PLATE WITH SIMPSON DSP. 2"X4" BRIDGING TYPICAL AT MNDPOINT 5/8" X 10" ANCHOR BOLTS W/ 4 X s X 1/4" WASHERS 18" O.C. EMBED MIN 7" ME FOOTING AT INTERIOR BEARING WALL SCALE: NTS METAL HOOFING ON IT FELT ON 1/s• CDx OR 7/16' OSB WITH CUPS AND M COM NAIL 6- OC MANIIFACTHRED STRflMNG AS PER WOOD TRILSS 44.O.C. TRUSS MIN USE SINPSON META16 FPSafl IXJ 4 x 6 — CONIINUWS BOND BERM SUB FASOR Al S/8'GVP 110A D W AL WIP CAP OR 1M INCH CEILING BOARD ON RWM. FASCIA OA 7/Ie O%M CEIUNG Wn8d VENTED AL M. 0 ells' O.C. & 6 ANT. S FN 8• P.C. UNTEL W/ #5 CONT. BEW1EfPI COLS, WNH NYN. W Ie x 16.ON" COLUMNS BEAflING SURFACE EA. END CAP SEE EIEV FONT SHPPE CMU HNOCHOUT WITH 1 #5 COBS. IRO N.O. BLOW AE VEHIICHI COIUA'N c INTO FULL PERIMETER BOND flEINFOflCEMEM a NEW WITH 25• W MIN. AT s Efl. NO. 5 REBHR CORNERS. FOOTING U."90D HOOK SOIL COMPACTED TO 2.000 P5F M 95%MODIRED CLEflNOUT4' x 4' PROCTOR. REMOVE All ® EA. GROUTED CEII MA1TEfl FIND OTHER OTHER UNSVRflBIE MflTEflIflIS U AlOM UNDER SIA8. NOTE: FLI f�Or. is' B IOW GRADE j , � Pa'xsa'z 16"CONC.C«UNN AND N i C«LIMN KINF RENT WNH TwoM #5 BAR58'OC - If4' AlH WRfl CAL UI S f4'I - EACH WAY, MATS TO BE W ABOVE WE DING WESFUCDINGFRO f WNDflTIIXJ BOTTOM OF FDOMA AND W BEtOW All CINE AT ERANDARD 0 H £ NO. S STflNDP.flO 90 HOOKS FINISHED GRADE 16" X 16" COLUMN UJ/CONC PRECAST SCALE: MS 4" CONCRETE SLAB 6x6 *10 WIRE MESH a ji______,_--_- a ORFIBERMESH 'ill�lll —1 MI IIiIIIIiiIIllllliiilllii VAPOR 12"x14" MIN. FOOTER BARRIERCOMPACTED EARTH NON -BEARING STEP TOOTER SCALE: NTS NOTE: 5/8'Y6' EXPANSION BOLT MAY BE USED IN PLACE OF ANCHOR BOLT. OMIT BOLTS FORCE WALL APPLICATIONS. 1/2' AB W/ 6" EMBEDDED 21" O.C. (TYP) AT BEARING WALL 6x6 #10 WIRE MESH 4' CONCRETE SLAB OR RBERMESH 4" 4" 0 VRPOR BARRIER COMPACTED EARTH 1(2) NO.5 BRA STEP FOOTING SCALE: NTS USE CASTCRETE 8F16 -1 B/1 T OVER ALL OPENINGS UNLESS OTHERWISE NOTED ON PLAN IN ACCORDANCE WITH STATE AND LOCALLY ACCEPTED DflRFTING FIND DESIGNING PRACTICES WELLS FIRE DRAWN TO NEAREST INCH DIMENSIONS. EXAMPLE 4" , 6', 8' WALLS ETC. ARE DRAWN TO THOSE DIMENSIONS. FURRING, DRYURLL, INSULATION ETC. ARE NOT SHOWN FOR CLARITY WHICH WILL RESULT IN ROOM DIMENSIONING THAT WILL VARY SUGHTLY FROM THOSE SHOWN ON THE PLAN. IF LAYOUT IS CRITICAL PLEASE INFORM THE LFN'OW PERSON PRIOR TO THE LAYOUT COMMENCING. � J #5 RWA AT TOP NNN. (II REOUIHED o - � �. S• cM.u. 415. AT 6070M • OfuwaC J-5�6'flCRWI 60TTOM MINIORONG FRONDED IN UNTEL WNUNNTAWIDTH (MWIES) F=EILLED WIIHGROIA/U-"LLED r WFNDN OE #5 ACCRA AT i 6GITCAA OF UNTEL CT 8F 16-1 R/1 T L t— WAN wC #5 NOFANMHEIGNT REBARmTOP OMIMIL WIDTH TYPICAL PRECAST TYPE DESIGNATION O NOTE: USE OF THIS SYMBOL INDICATES THE LOCATION OF A 5/8" VERTICAL STEEL REINFORCEMENT ROD, PROPERLY TIED TO THE FOOTER AND PROPERLY SPLICED, WHICH RUNS CONTINUOUS TO UPPER HORIZONTAL BONDME BERM. THE CELLS IN WHICH THE ROD IS LOCATED SHALL BE POURED SOLID WITH CONCRETE DURING THE POUR OF THE TIE/BOND BERM. THIS BUILDING / STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF "RICHARD A. SNER, P.E.' "RICHARD A. SNER, P.E." HAS NOT BEEN RETAINED TO PROVIDE, NOR IS RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, OR CONSTRUCTION ADMINISTRATION. H- 2 zFcre: ��c OCZOz �W�O� Z y m V Z cr Z 2 Cr :3 9 Zccu OZ} > VI n0��¢z ZE 0 ODFMZ¢Z a n¢»m CcM—Lnw05 V/ acWCIC _,�0 cc- w¢ N X:WZ ac(D }MD, Cc8- vTOOCL—^w� =�It as0z�^� z= w Cc M 3 0_e¢ W } 0 x 0 z�jCC J1 f= o cc cc J cc Wc InC o2r,9 �CE:VI ¢Jz O1crQc it toO Z }co!Et } In �zw^D°0 Yw .,(D H a: a: CC U t <* L F n 0 V LLn � V W L/1 e Q cc cc V G C' a„ m E y� v o& :r t Y o= O 3 as t Ci I--- Q_ o Z n W V Z Q 2M Mg Z e � u rn r-nnI� a W — M v O Zo Q l O T Z O c x Ln Z > Z O > r LIMO O 3 ti J Q 8 6 O b a a 2- p 12 CC v S O � Jr A Date Plotted July 21. 2015 Time Plotted . 01:47 PM Software Version 14.4.4 Version Name SoftPlan Plan Name Black Floor Plan Update TRUSS ANCHORING SCHEDULE: ATTACHED TO POURED LNTEL UP TO 1890# St ON HETR 20 OR EQUIV. W/ (16) 10d NAILS 1891 # TO 3965# SIMPSON MGT OR EQIV. UJ/ (22) 1 Od NAILS. 5/8- ANCHOR SLEEVES MIN. 5" EMBEDMENT 3966# TO 6488# SIMPSON HGT-2 OR EQIV. W/ (16) 1 Od NAILS. 3/4' ANCHOR SLEEVES MIN. 5" EMBEDMENT @ 5 3/4" O.C. 6486# TO 9035# SIMPSON HGT-2 OR EQIV. W/ (16) 1 Od NAILS. 3/4- ANCHOR SLEEVES MIN. 5" EMBEDMENT @ 7 3/4" O.C. ATTACHED TO FRAMED WRIT UP TO 910# 1 SIMPSON H3 OR EQUIV. W/ (4) 8d NAILS TO TRUSS & (4) 8d NAILS TO PLATE 911 # TO 1450# SL%-,CN HT820 OR EQUIV. UY (24) 1 Od NFULS 1.11 V.dW JI 1VW.v 1 V11 Y IJVI 1t1<1 111V1v PURPOSES ONLY. THE ACTAUL FINISHED HOUSE MAY VARY FROM THAT SHOWN. IMPORTANT NOTICE: All MASONRY/CONCRETE EXPANSION ANCHORS SPECIFIED HEREIN SHALL BE REDHEAD TRUBOLT WEDGE ANCHORS OR EQUIVILENT. -TYPICAL- IMPORTANT NOTICE: ANY CONNECTOR, PLATE, STRAP OR ANCHORS SHOWN OR DETAILED ON THIS PLAN MAY BE SUBSTITUTED AS LONG AS ORIGINAL SPECIFICATIONS ARE MET OR EXCEEDED IMPORTANT NOTICE: REFER TO AND USE ONLY THE LRTEST TRUSS LAYOUT AS SUPPLIED BY TRUSS ENGINEERING COMPANY 6/12 ROOF OVERVIEW SCALE: NTS BUILDER OF HOME IS RESPONSIBLE FOR DETERMINING THE ACTUAL ROUGH OPENING SIZES FOR ALL EXTERIOR DOORS AND WINDOWS. THESE OPENINGS SHALL BE SIZED BASED ON THE ACTUAL DOORS FIND WINDOWS WHICH ARE TO BE INSTALLED IN THE BUILDING AND SHALL ALLOW FOR THE 1 /8' MAXWUM GAP SCRUEEN WINDOW/DOOR FRAME AND THE "BUCK STRIP". BEARING WALL & BEAM HEIGHTS TRUSS ANCHOR ,N META-16 - 1 OD X 1 1 /2" N UPLIFT SIDE TO SIDE FRONT TO BACK ALL TRUSSES SHALL 13E OF THE SOUTHERN PINE SPECIES. NOTE: ALL TRUSS TO TRUSS CONNECTIONS 1-0 BE ENGINEERED AND SUPPLIED BY THE TRUSS MANUFACTURER INSTALL ALL HARDLUARE AS PER MANUFACTURERS SPECIFICATIC)NS 0 NOTE: USE OF THIS SYMBOL INDICATES THE LOCATION OF A 5/8" VERTICRL STEEL REINFORCEMENT ROD, PROPERLY TIED TO THE FOOTER AND PROPERLY SPLICED, WHICH RUNS CONTINUOUS TO UPPER HORIZONTAL BOND/TIE BERM. THE CELLS IN WHICH THE ROD IS LOCATED SHALL BE POURED SOLID WITH CONCRETE DURING THE POUR OF THE TIE/BOND BEAM. IMPORTANT NOTICE: UNLESS NOTED ON PLAN USE SIMPSON META 16 STRAP TRUSS CONNECTORS IMPORTANT NOTICE: USE CAST CRETE SF-16 1 B/1 T OVER ALL OPENINGS UNLESS NOTED OTHERWISE ** UNLESS NOTED ** REACTION VALUES ARE UNDER 5,000 # UPLIFT VALUES ARE UNDER 1,000 # C rn Q Qrn Q 2 L¢n rn — -- -- �— -- -- ------- Jlfl G m I I J3fl 'o � vz I I I IJ5A I I I IJ7A I I I 'J7A I I I I J7A � I I I I J7A J7A ` I I 11J7A I I 11J7A I I I I J7A 1 I 1 I J5A I I I I J3A m I I 9 'o JlA N C In CC CC Q — cm —¢ — 2 --Ln --rn — Ln CC : NOTE : ACCEPTABLE CERTIFICATIONS FOR WIND PRESSURE COMPLIANCE FOR ALL EXTEAIOA WINDOWS, DOOMS, GARAGE DOORS, HOOF ASSEMBLIES, ANY OTHER COMPONENTS, FIND CLADDING SHALL BE PROVIDED TO ENGINEER FIND BUILDING DEPARTMENT BY OWNER OR BUILDER RT TIME OF APPLICATION FOR BUILDING PERMIT. 1 V-4' L 2•-0" 2' X 4' HNEEWAW DOABLE TOP PLATE SINGLE f'X 4' P.T. BOTTOM TIME W/PLYWOOD SHEATHING BNCHORED U!/ 4' REDHERM 16- O.C. MININNM4 EMBEDMENT OF 2.25- 4 a STANDARD KNEELUALL DETAIL STRUCTURAL DESIGN IS BASED ON TRUSS FRAMING SHOWN HERE, DEVIATIONS FROM THIS FRFNNNG MAY VOID THE STRUCTURAL DESIGN. TRUSS COMPANY MRY DEVIATE FROM THIS FRAMING AS NECESSARY. FINAL TRUSS ENGINEERING SHALL BE PROVIDED TO RICHARD A. SIVER, PE PRIOR TO START OF CONSTRUCTION TO ENSURE THAT THE SUPPORTING STRUCTURE CAN ADEQUATELY RESIST THE LORDS IMPOSED BY THE ROOF TRUSSES. IN ACCORDANCE WITH STATE AND LOCALLY ACCEPTED DRAFTING AND DESIGNING PRACTICES WALLS ARE DRAWN TO NEAREST l i DIMENSIONS. EXAMPLE 4' , 6" , 8' UIRLLS ETC. ARE DRAWN TO THOSE DIMENSIONS. FURRING, DRYUTALL, INSULATION ETC ARE NOT SHOWN FOR CIARTTY WHICH WILL RESULT N ROOM DIMENSIONING THAT URLL VARY SLIGHTLY FROM THOSE SHOUIN ON THE PAN. IF LAYOUT IS CRITICAL PLEASE INFORM THE LAYOUT PERSON PRIOR TO THE LAYOUT CONWIENCNG. THIS BUILDING / STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE CM'RICHRRD A. SIVER, P.E.' 'RICHARD A. SIVEA, P.E.' HAS NOT BEEN RETAINED TO PROVIDE, NOR IS RESPONSIBLE FOR. FIELD SUPERVISION, INSPECTION. OR CONSTRUCTION ADMINISTRATION. OR SYSTEMS. 8" BLOCK WALL FILLED NO.5 BAR LAPPED CEII �TO FTG & LINTEL NO.5 CORNER BAR ALL LAPS 25" (minimum) BLOCK CORNER DETAIL NO.5 BAR IN FILLED CELL IIIIIIIII111111111111, aS'111111111111111111, P x 4 YELLOW PINE BUCK 5/8" CDX PLYUJOOD ( MIN. ) 3/16' TRPCON 12" O.C. SUBSTRATE BLOCK W/ #10 X 4 1 /4° WEATHER WITH #H MINIMUM OF (1) #5 AEBRR MIN. EMBEDDING 1 1/4° INTO RESISTANT DECK SCREWS SUBSTRATE MRIDMUM SPACING 6" SUBSTRATE PRECAST CONCRETE FILLED W/REBRR >c•• +c +E4v >E°V c•• +c+• +E•• >c° +< 7 WHEN SPAN IS GREATER THAN 6'-0" 4 X 4 PT YELLOW PINE RIBBING BLOCKS WJ 3 #10 - 4 1/2' WEATHER RESISTANT DECK SCREWS THROUGH FACE OF 5/8" ( MIN ) CDX INTO RIBBING @ 15" O.C. 1 X 4 PT YELLOW PINE BUCK 3/16' TFIPCON MAXIMUM SPACING 12, L1V MINIMUM 61%1 NG A WMINUM ARCHITECTURAL OF 1 1 /4' INTO SUBSTRATE ARCH OR EYEBROW WINDOW TYPICAL. REFER TO PRODUCT r7 CONTROL NOTICE OF ACCEPTANCE SHEETS FOR PROPER SCREW 1 X 4 PT YELLOW PINE SIZING AND SPACING. WINDOW BUCK WITH FULL EXPOSURE OF WINDOW INTERIOR FLANGE WITHIN 1 /8' FULL PERIMETER WINDOW SECURED THROUGH FRAME AND WIND -RESISTANT SUCH STRIP INTO SUBSTRATE SPACING CONCRETE SILL AS PER WINDOW MANUFACTURER ARCH WINDOW DETAIL SCALE : NTS SHEATHING: 5/8" CDX PLYWOOD OR 7/16" OSB NAILING SCHEDULE: 8d COM. 6" OC GABLE ENDS 4" OC o ° 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ROOF SHEATHING SCALE: NTS (1) SIMPSON HUC410 MASONRY BEAM HANGER ° ° W/ 18 1 /4"X Q 1 /4" EXPANSIVE ° o ° ANCHORS INTO CARRYING CMU (ANCHORS MAINTAIN 1 1/2" CLEARANCE TO ° CMU EDGE) AND (10) 1 Od INTO CARRIED MEMBER. BEAM CONNECTION @ CMU SCALE: NTS Dote Plotted :July Pl , 4015 Time Plotted : 01:48 PM Softwore Version : 14.4.4 Version Nome : SoftPlon Plan Nome : Block Floor Plan Update SIMPSON METH 16 EMBEDED ANCHORS WITH 12- 1 OD NAILS OR EQUIV CONNECTORS TO FASTEN BEAM TO COLUMN I I® 11 COLUMN PER FLOORPLAN GIRDER/TRUSS CONECTION DETAIL SCRLE:NTS 14 SEE ELEV 6 NO.S BAR I FILLED CELL NO.5 BAR IN _ BOND BEAM NO.5 BAR(S) IN FOOTING BOND BEAM ELEVATION CHANGE Qx4 #P SP PT —+ 1/2' x 7 BOLT wMUT & 4x4x1/8 WASHER OR 5/8" x 3 REDHEAI OR (4)-3" CUT NAILS ALL ® 24" OC FILLED CELL — FRAME TO BLOCK WALL DETAIL S wI(16) gla) ea rcoM+. [OR EQUNALENTI DOUBLE TOP PLATE OVERLAP 0 CORNERS A INTERSECTOf15 END JOINTS OFFSET&Nry "'IN CENTER 13 CP WALL LENGTH NMLED PER TVkE HEADER (P) a1 P #hP. HERDER IflMINflTEO ILL/ 305L1 OR P. SSID 1Og9. 1 /4. D OVER EROR CPEdNG. HEADEfi STW AEO. PER TRBiE 305C, SSD 15 HEFDER55110ll R STRAPPED TO TOP PLATE, JACK- & WING STUDS W1 SIMPSON MR21 OR EQUIV. = P>4 SO_ NNE S1U� Ire' IRYWrxL INSTALLED Wf WIDE ffl E PERPNDIaRPA TO PO ON ®16' O.C. BORED HOLES, NOT S SITEXCEED 5/8' D A. x 10' ANCHOR BOLTS WV 25% OF WIDTH OF 34341/B' AAT WASHERS, W. 7' EMBEDMEfO @ 1w O.C. & WITHIN 1 P' (N ENDS OR CORNERS PER TABLE 303.3.2, SSiD 1699. SLAB PER SPECS ON FOUNDATION PLAN, SINGLE BOTTC PLATE ' PRESSTED V TOP CLUCK SWIB _—_— _____ (TYPO BfE RNr (1YPIOAIfi GAAAGEB��)� __________ TREATED, CONPAOED CLEAN ALL ° ° 14•x1P MIN FOOTEH (,,, (2) #5 GRADE 40 RODS CONTINUOUS, I..#"PS TO BE M1YN. 45' PER TABLE P03fl SS1D �0-99 INTERIOR BEARING FRAME SINGLE STORY INTERIOR BEARING (FRAME) SCALE: NJ S. -PRE-ENGINEERED TRUSS 3LE Q X 12 V.P. GIRDER 4 X BLOCKING PRE-ENGINEERED TRUSS -4 ER SIMPSON MSTA24 WITH 9 1 OD NAILS 8" X 16" CMU — PRE-ENG. TRUSSES SIMPSON CUP SEE ROOF FRAMING PLAN (2) P" X 14" LAMINATED W/ 1/2' PLYWOOD GLUED & NAILED PAD AS REQUIRED ,i (4) SIMPSON MTSI P STRAPS W/7 // 1 Od INTO CARRIED MEMBER SOLID PAD OUT AND 7 - 1 Od INTO CARRYING MEMBER. IF BEAM IS LESS THAN POST WIDTH 6" X 6" P.T. SIMPSON ABE66 POST BASE _ W/8 16d INTO CARRIED MEMBER AND (1) 5/8" X 4" EXPANSIVE ANCHOR BOLT W/4" WASHER MINIMUM TYP. U.O.N. AS PER FOOTING DETAIL 6" X 6" POST / BEAM DETAIL SCALE: NTS r TRUSS ANCHORING SCHEDULE: BLOCKING-48" OC MRX RAFTER / TRUSS IN FIRST P FARMING SPACES RT EACH END T BUILDING WIDTH L BUILDING _ I_ LENGTH SHEATHING: 1/4'CDX PLYWOOD OR 7/16" OSB ROOF SHEATHING LAYOUT NAILIINNGG M. SCCHEEDU LE: SCALE: NTS GABLE ENDS 4" OC I SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB OR 1/2" T-111 NAILING SCHEDULE: 8d COM. 4" OC ON EDGE 12" OC INTERIOR WALL SHEATHING (& GABLE END SHEATHING) 3/4' RECESS FOR S.G.D. ------- I �FLOOR LEVEL I. 16"* SLIDING GLASS DOOR SLAB DETAIL SCALE: NTS ENGINEERED WOODEN _rt TRUSSES@44"O.C. Ioa.aoSIMPSON H6 SfflAPTOPOf PLATE W/(16) 8d /CONN. [OR EQUIVALENT(4) &14 #SIP. HERDER IAMINRTED W/DOUBLE TOP PLATE OVERLAP H CORNERS & INTERSECTIONS 1/4'PLYWOOD OVER EACH END JOINTS OFFSET MIN. 48' IN CENTER CN>ENING. HEADER STUD REq.1/3 OF WALL LENGTH NAILED PER TABLE 305C, SSTD 10-99. HERDERS SHALL BE STRRPPED CC w TO TOP PLATE, JACK- &RING STUDS CL W/ SIMPSON LSTP-21 OR EQUIV. V1 MIN. 4x4 SO. NNE STUDS Cr INSTALLED W/ WIDE FACE PERPENDICULAR TO (MRTTTON B 16" O.C. 9" X 51W DIA. EXPANSION SLEEVE BOATS SHALL BE ACCEPTABLE AS AN ALTERNATIVE MECHANICAL 518" DIP, x 9' ANCHOR BOLTS W/ FRSTENING SYSTEM 4x471/8" FLAT WASHERS, MIN. 7" EMBEDMENT @ TWO C. & WITHIN 6' I SIMPSON SP4 OF ENDS OR CORNERS TOP AND BOTTOM 4' MICR 3.WDP.sLCO FEU67e•X SINGLE BOTTOM PATE #1D UREMaH(ON CJwu) N1 SWRE PRESSURE TREATED eAflfllw (6 NIL) OYEA (LE CCur ED "UIUSCNEO flGHHST TEWIfES. 01 IOD.W ° e 0 d e ° 1611 ° ° 6" x 16" MIN. FOOTER W/ (2) #5 GARDE 40 A.4 D . w US CONTINUOUS. LAPS TO BE MIN. 25' 0 0 � d LIMED FLORIDA SOIL BEARING LUE 4,0(q PSF SHALL BE COMPACTED TO 95% MODIFIED PROCTOR. REMOVE 16n ALL ORGANIC MATTER AND OTHER UNSUITABLE MATERIALS FROM UNDER FOOTER AND 5'-0' BEYOND. INTERIOR BEARING FRAME SCALE: NTS - 4" CONCRETE SLAB 6x6 #10 WIRE MESH ' OR FIBERMESH _III —II VAPOR L- 14"xl2" MIN. FOOTER BARRIER COMPACTED EARTH NON -BEARING STEP FOOTER SCALE: NTS ATTACHED TO POURED LNTEL UP TO 1890# SIMPSON HETA 40 OR EQUIV. W/ (16) 1 Od NAILS 1891 # TO 3965# SIMPSON MGT OR EQIV. W/ (42) 1 Od NAILS. 5/8" ANCHOR SLEEVES MIN. S" EMBEDMENT 396" TO 6488# SIMPSON HGT-4 OR EQIV. W/ (16) 1 Od NAILS. 34' ANCHOR SLEEVES MIN. 5" EMBEDMENT ® 5 3/4" O.C. 6486# TO 9035# SIMPSON HGT-3 OR EQIV. W/ (16) 1 Od NAILS. 3/4' ANCHOR SLEEVES MIN. 5" EMBEDMENT 0 7 3/4" O.C. ATTACHED TO FARMED WALL UP TO 910# 1 SIMPSON H3 OR EQUIV. W/ (4) 8d NAILS TO TRUSS & (4) 8d NAILS TO PLATE 911 # TO 1450# SIMPSON HT820 OR EQUIV. W/ (24) 1 Od NAILS I IMPORTANT NOTICE: RII MASONRY/CONCRETE EXPANSION ANCHORS SPECIFIED HEREIN SHALL BE REDHEAD TRUBOLT WEDGE ANCHORS OR EQUIVILENT. -TYPICAL- 4X4 #4 SO. NNE %C BRACING @ EACH STRAP LOCATION r RIDGE LINE 4" X 8' P.T. PLATE —� 7/4' DRYWALL CEILING APPLIED DIRECT TO TRUSSES _ 4" X 4" IATERAI. BRACE RAT RUN, RUN (4) FULL BAYS ® 6'-0' O.C. N EACH STRAP LOCATION NAILED W/ (2) 16d COM VONS ® EACH TRUSS 4' X 4" BLOCKING UNDER ART RUN, NAILED WITH (2) 16d COMMONS @ EACH END GABLE END TRUSS DETAIL SCALE: TUTS STRUCTURAL SHEATHING NAILED WITH 8d COMMONS B 6" O.C. ON EDGE & IN AEW COVERED WITH #15 FELT 4X4 #4 50. PINE BAflGE flRFTER MNOMIM4 1 OVERHANG 1/2' STRUCTURAL SHEATHING NAILED W/8d COMMONS @ 6' O.C. ON EDGE & IN FIELD COVERED WITH 15# FELT 4" X 4' 4BRAONG NAILED TO GABLE END TRUSS W/16d NAILS N 3' O.C. ON ALL UPRIGHTS GREATER THAN 4'-0" HIGH HATED STRAP (SIMPSON HETA 24) W/(16) 1 Od X 1 1/4 0 6'-0' OC.0 NAILED TO LATERAL BRACE ART RUN BOND BERM WITH (1) #5 REBAR CONCRETE MIN. 3000 PSI 1IT X 8' J-BOLTS ® 4'-0' O.C. WITH 4' X 4" X 1/8" WASHER EMBEDDED 6" MINIMUM MASONRY WALL METAL ROOFING ON 15" FELT ON 1 /4" CDX OR 7/16' OSB WITH CUPS FIND Ad COM NAIL, 6" O(� STRAPPING AS PER —MANUFACTURED TRUSS PLAN UIOOD TRUSS 44"O.C. FASCIA ON 4 6 5/8' GYP BOARD OR 1/4 INCH CEILING BOARD SUBfACTA WV — CONTINUOUS BOND BERM METAL DRIP P — CN RLUMfflC P VENTED ALUM SOFFIT 8' P.C. UNTEL UJ/ #5 CONT. BETWEEN COLS. WITH MIN. 8" BEARING SURFACE EA. END CRP WITH I COURSE 8"X16" COLl1NW 16" X 16' Qu1 CMU KNOCKOUT WITH 1 #5 SEE ELEV FOR RAPE COLS. INTO K.O. BLOCK TIE w INTO FULL PERIMETER BOND VERTICAL COI BEAM WITH 25" LRP MIN. FIT REINFORCEML�R CORNERS. 4 ER NO. 5 R �D' FOOTING WIT 4" SLAB ON CLEAN HOOK COMPACTED EARTH NO ORGANICS CIEflNgT 4, p�4' Cftl \ 95 % MODIFIED PROCTOR, P.S.F. SOLI REARING qp ER. GROUTED W/ 6 W/6X6#ICI WIRE MESH OR FIBER MESH W/ VAPOR BARRIER AND "�p NOTE: FILL FCLbTINGS POISON SOIL TREATMENT 1 P' BELCNU FIDE • . %> i "w • 4 NO. 5 STANDARD 90 HOOKS ONE AT EA VERTICAL BAR 44' X 44" X 16" C NC COLUMN PAD — I Pa•x Pa• I — EXTENDING FROM FOUNDATION WITH TWO MATS BARS @ 8" O.C. SPUCED WITH VERTICAL EACH WRY. MATSBE 8" ABOVE COLUMN REINFORCEMENT BOTTOM OF F001P AND 8' BELOW 3 EA # 5 REBAR FINISHED GARDE 16" X 16" COLUMN W/CONC PRECAST SCALE: NTS PRE ENGINEERED TRUSS METAL ROOFING ON #15 ROOFING FELT SIMPSON MTS12 OR EQUV W/14-1 Od NAILS DOUBLE 4"X4" TOP PLATE GIRDER AT COL FRONT: DOUB. 4 X 12 YP W/1 /P" CDX FRAME/CDX ARCH CUTOUT BELOW 1/2" CDX W/8D NAILS @ 4 1/2" y 2"X4"FRAMING 16" O.C. SIMPSON 5/8" X 10" ANCHOR BOLTS W/ 4 X 4 X 1/4 WASHER 18" O.C. EMBED 7" MIN. a 1Q"X12"COL — B•II >B BUB ALTERNATE RAISED CONSTRUCTION GIRDER/TAUSS CONECTION DETAIL SCALE: NTS NOTE: 5/8"x6" EXPANSION BOLT MAY BE USED IN PLACE OF ANCHOR BOLT. OMIT BOLTS FOR CB WALL APPLICATIONS. 1/2" AB w/ 6" EMBEDDED, 21" OC (TYP) AT BEARING WALL (Sxb #10 WIRE MESH 4" CONCRETE SLAB OR FIBERMESH 4" 4 VAPOR BARRIER `COMPARED EARTH (2) NO.5 BAR BEARING STEP FOOTER SCALE: NTS IMPORTANT NOTICE: ANY CONNECTOR, PLATE, STRAP OR ANCHORS SHOWN OR DETAILED ON THIS PLAN MAY BE SUBSTITUTED AS LONG AS ORIGINAL SPECIFICATIONS ARE MET OR EXCEEDED r IMPORTANT ANT NOTICE: REFER TO AND USE ONLY THE LATEST TRUSS LAYOUT AS SUPPLIED BY TRUSS ENGINEERING COMPANY J 1 P X BLOCKING SIIVPSON MTS14 OR EQUIV WITH 9 1 OD NAILS 8" X 16" CMU WII METAL ROOFING OVER I S# FELT DOUBLE 4" X 12'JOIST HEADER " O.C. W/ 9d NAILS '"0 FASCIA ON 4' X 6' SUBlFISGA — W/METAL DRIP EDGE VINYL OR ALUMINUM VENTED SOFFIT 14' X 12"CMU COLUMN OR WALL w VERTICAL COLUMN REINFORCEMENT CE (4) EACH #5 REBAR FOOTING W/ 90D HOOK CLEANOUT 4" X 4" r PRE-ENGINEERED TRUSSES 4 ER SIMPSON MTS18 TWIST START) 4 X 14 BLOCKING 1/2" DRYWALL SIMPSON META 16 EMBEDED ANCHORS WITH 14- 1 OD NAILS ® EACH GROUT CELL 4" CONC. SLAB CNJ COMPACTED EARTH LU/ 6X6 10/10 NOTE: FILL FOOTINGS W W/MESH AND .006 VLSQUEEN TO BE 14' BELOW GARDE VAPOR BARRIER WITH POISON SOIL TREATMENT > : . (3) # 5 BFRRS CONTINUOUS �,� #5 STANDARD 90 DEGREE HOOKS ONE AT EACH 12" X 12" SQUARE COLUMN / WALL DETAIL VERTICAL BAR EXTEND WITH ENDING FROM FOUNDATION B ATITIOOUFRCEMENT STANDARD RAISED ENTRY CONSTRUCTION SCALE: MS 'MiEEHEDTRUSS S STEM CONFER EACH TRL &S TO TOP P W TE U#fH SINPSON H10 OR EQMLE4f C C D& TOP PIRTE, 48' min SPICE N° 'W $Iba JB 4 x 14 #4 SPF HEADER A E fl NP }/p•(fIISPRCER BOIJB4 x4 STUD SENOR ONLY: H4 L1NCHoA TOP &BOTTOM EAC� STUD 0O1i9 P x 9 HERDER SILTS P x 4 S1UDS #P SPF 16.0C B vu PLATE Px a #P SPF ATE To SM8 D" I R• M(0) 5W RED HDS 21' 0.0 �D D MFRSPRN #H00. MWII SMPSON NO. 1 P SP4m1&10de9 C-0' P 3 5M "r1610d ea 1P'V 4 3 SP4 w1610d a° SEE TYr, WALL SECTION FOR fIITHEIR INFORMATION E HfflDEiS NV BOWING WALL RLTERNATE TO CPE#NG 2-AI2 HEADER SIZE L"TO3' UPTO 4� BEARING WALL I TYP. OPENING OVER 9' e M 2-Ih12 (UNLESS OTHERWISE NOTL••UITH SCALE: NTS D ON PLAN) I Nn II =c ILO bO' domaybe .a SIMPSON HDU ANCHOR SYSTEM (OR EQUIVILENT) BUILDER OF HOME IS RESPONSIBLE FOR DETERMINING THE ACTUAL ROUGH OPENING SIZES FOR FILL EXTERIOR DOORS FIND WINDOWS. THESE OPENINGS SHALL BE SIZED ERRED ON THE ACTUAL DOORS AND WINDOWS WHICH FIRE TO BE INSTALLED IN THE BUILDING FIND SHALL ALLOW FOR THE 1 /8" ANIXI IIM GAP BETWEEN WINDOW/DOOR FRAME AND THE *BUCK STRIP". TRUSS ANCHOR AS SPECIFIED BY ENGINEER TRUSS LAYOUT I SCALE: NTS CMU BLOCK WALL J p' X 8' P.T. Ll5/8' THREADED ROD 24"O.C. W/ 4' X 4" WASHERS USE T(WSS flNtjgq RS PfR flIJ�K1N SOM.DUIE Px4 So. PNE IPIEEB#"l How rna vs• TORLOw RDA SHEAII"NG.IflIH Irowmlcco P'X4'INECI RLDCYNE TCPPME9NGLEPT4'P T. 8'JTTQN EME WIKNII(AD 91ffl11MfiflNOfC"ED LLV a' REgKRp$16' O.C. INN WARA ENBEDf•1EYf OF 4 PS' STANDARD KNEELUALL DETAIL SCALE: MS TYPICAL SIMPSON MTS INSTALLATION ANCHOR SYSTEM (OR EQUIVILENT) NOTE: ACCEPTABLE CERTIFICATIONS FOR WIND PRESSURE COMPLIANCE FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, ROOF ASSEMBLIES, ANY OTHER COMPONENTS, AND CLADDING SHALL BE PROVIDED TO ENGINEER AND BUILDING DEPARTMENT BY OWNER OR BUILDER Al' TIME OF APPLICATION FOR BUILDING PERMIT. J J W W � C V `` V 1 J tA C _ a:O Z LA W cc cc w IL W N ' ^ `1 J W Cc V �W 0 � t 1 SO ~ W F— t 1 _Z ^F--- ~ W Z = O I— U } J WZ _0 ILA w V1 N< No FYESm9giAe• Dn(R BA I P• TYPICAL SIMPSON HTT16 INSTALLATION ANCHOR SYSTEM (OR EQUIVILENT) IN ACCORDANCE WITH STATE FIND LOCALLY ACCEPTED DRAFTING AND DESIGNING PRACOCES WALLS FIRE DRAWN TO NEAREST INCH DIMENSIONS. EXAMPLE 4" . 6'. 8' WALLS ETC. ARE DRAWN TO THOSE DIMENSIONS. FURRING. DRYWALL. INSULATION ETC. ARE NOT SHOWN FOR CIAATIY WHICH WILL RESULT IN ROOM DIMENSIONING THAT WILL VARY SUGHTLY FROM THOSE SHOWN ON THE PLAN. IF LAYOUT IS CRITICAL PLEASE INFORM THE LAYOUT PERSON PRIOR TO THE LAYOUT COMMENCING. THIS BUILDING / STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE. DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF "RICHARD R. SIVER, P.E." "RICHARD A. SNER, P.E." HAS NOT BEEN RETAINED TO PROVIDE, NOR IS RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, OR CONSTRUCTION ADMINISTRATION. OR SYSTEMS. M Z=z� tee} OZ Ow20 ZLLC-Ow �zz=553 ZO 0cc O-gw¢o,y; Iwilp� >z'F 0 a:zOz 1, cr c z¢InNa Oy a:c F w> F 0'w¢ �w0 c a 0 0¢ O ~ N z ¢ �2! 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O W Ln C 4t J � cc � W V N — ■ r------------------- ------------------- Date Plotted July 21, 2015 Time Plotted 01:49 PAA Software Version 14.4.4 Version Name SoRPlon Plan Name MCI& floor Pion Update SOff'r OUTLET (SWITCH IN MISTER AND LIVING) ` ---- ------------------------------- - ____________!— - V U 50(AT OURET f�11 (SWITCH IN MH5rER AND LMNG) I I I I I I I I I I I __--I---_-__- SOFFIT OUTLET (SWITCH IN MASTER AND LMNG) ELECTRICAL COUNT SYMBOL 52 Inch fan With light 7 Recessed incandescent 44 0 Doorbell 1 y Both light 4 Double Motion Spotlight 2 double spotlight 1 Q0 IMPORTANT NOTICE: All MRSONRY/CONCRETE EXPANSION ANCHORS SPECIFIED HEREIN SHALL BE REDHEAD TRUBOLT WEDGE ANCHORS OR EQUIVALENT. -TYPICAL - — — — — — — — — `W"tt --- ------------ A CARBON MONOXIDE ALARM SHA GOLF CART BE INSTALLED IN ACCORDANCE ; CHARGE STATION I I WITH F.A.C. RULE 9B.3.0472 WITHIN ' I I TEN FEET OF EACH ROOM USED FOR I I I .SLEEPING PURPOSES. I I I I I I I I I I I I I I S(NfIT OMET (SWITCH IN MISTER , I AND WING) I I LIGHT W/ PULL CHAIN r ' f i I I I I I I I I I n U 00 NOT BLOCK",,, pK @ISCONNCCTS — — — — — — — — — — — — — — — — — — — — — — — — — — — ELECTRICAL COUNT SYMBOL Garbage Disposal 1 0 Bathroom iron 3 Computer Network 1 L� Door Chimes 1 Smoke & Carbon Monoxide 1 a1 Smoke Detector 5 IMPORTANT NOTICE: ANY CONNECTOR, PLATE, STRAP OR ANCHORS SHOWN OR DETAILED ON THIS PLAN MAY BE SUBSTITUTED AS LONG AS ORIGINAL SPECIFICATIONS ARE MET OR EXCEEDED IMPORTANT NOTICE: (DEFER TO AND USE ONLY THE LATEST TRUSS LAYOUT AS SUPPLIED BY TRUSS ENGINEERING COMPANY ELECTRICRL COUNT SYMBOL TV Outlet 6 4 pull chain light 2 fluorescent light 2 x 4 2 exterior light 2 6 electrical meter 1 electrical panel 1 BUILDER OF NOW IS RESPONSIBLE fOR DETERMINING THE ACTUAL ROUGH OPENING SIZES FOR ALL EXTERIOR DOORS FIND WINDOWS. THESE OPENINGS SHALL BE SIZED BASED ON THE R RJFIL DOORS AND WINDOWS WHICH fWE TO BE INS P LED IN THE BUILDING AND SHFILL ALLOW FOR THE 1/8' MR70MUM GAP BETWEEN WINDOUI/DOOR FRAME AND THE'BUCH STRIP'. ELECTRICAL COUNT SYMBOL light 9 outlet 41 outlet 220v 7 outlet gfi 13 �BN outlet wp 14 pull chain light 1 NOTE: ACCEPTABLE CERTIFICATIONS FOR WIND PRESSURE COMPLIANCE FOR ALL EXTERIOR WINDOWS, DOORS. GARAGE DOORS, ROOF ASSEMBLIES, ANY OTHER COMPONENTS, AND CLADDING SHALL BE PROVIDED TO ENGINEER AND BUILDING DEPARTMENT BY OWNER OR BUILDER AT TIME OF APPUCATION FOR BUILDING PERMIT. ELECTRICAL COUNT SYMBOL switch 35 $ switch 3 way 13 $B switch 4 way 9 $4 telephone 5 Q IN ACCORDANCE WITH STATE AND LOCALLY ACCEPTED DRAFTING AND DESIGNING PRACTICES UIILLS ARE DRAWN TO NEAREST INCH DIMENSIONS. CIAMPLE 4' , 6'. 8' WALLS ETC. FIRE DRAWN TO THOSE DIMENSIONS. FLARING, DRYWALL, INSULATION FTC. FIRE NOT SHOWN FOR CLARITY WHICH WILL RESULT IN ROOM DIMENSIONING THAT WILL VARY SLIGHTLY FROM THOSE SHOWN ON THE PLAN. If LAYOUT IS CRITICAL PLEASE INFORM THE LAYOUT PERSON PRIOR TO THE LRYOI/T COMMENCING. THIS BUILDING / STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE P010 FLORIDA BUILDING CODE. DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF "RICHARD A. SIVER. P.E.' 'RICHARD A. SMER. P.E.' HAS NOT BEEN RETAINED TO PROVIDE, NOR IS RESPONSIBLE FOR, FIELD SUPERVISION. INSPECTION, OR CONSTRUCTION ADMINISTRATION. OR SYSTEMS.