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HomeMy WebLinkAbout1010 Willow Ave (a)1� IjC JUL i C OF SANFORD ,( BUILDING FIRE PREVENTION PERMIT APPLICATION Application'No."-0 Documented Construction Value: S *100��a Job Address: 1 D10 1w)� \ \ ,,� Q� - ``Q-( r C� ; i . 3 1'1 toric District: Yes ❑ No Q� Parcel ID: Iq S Nb I ao� " 0o 30 Residential0 Commercial Q Type of Work! New Pf Addition ❑ Alteration 11 Repair ❑ Demo ❑ Change of Use ❑ Move D Description of Work: no!!yVp t j C -I; of l 0-� Flan PAffiew Contact Fernn►nr 7Cine:�,1„►' �d� Q. Phone: Fan: P Property Owner InfOMUktion Nasse GiInfl% a yaom06 Phone: street: _ in ko kd% \\M 5 AVf, Resident of property? • UQ Citys State Zip: S�a ��rl -� d��_ —r Contrad" Inkwnvation Name C-► Ic�1xm; C\.k M ILL Phone: ,L;-2 Q Le street: Ac)A!A x �\ � Ci rn 2jif e-+, Fax.- city" ax:City, state Zip: _;zlAmd la � : ZL state Lie No.: Q�CASW2071 Architeot/Engineer lniwnnation Name: 2-rC! ' C�. �.�.�., Phone: �� Q Street: _ r1 =cc p.� r � �� 0 Fax: S2 � C P " a s l GIN st, zip-�-\E-mail: Bonding Company: Address: Mortgage LAn�l•. Address: WARNING TO OWNER: YOUR FARAM TO RECORD A NOTICE OF COPAP4324CENWM MAY RESULT IN YOUR PAYING TWICE FOR BCMOVENDC S TO YOUR PROPERTY. A NOTICE OF COMIENCFAMWNT MST BE RECORDED AND POSTED ON THE:JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONgULT WTTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR. NOTICE OF COMMENMIENT. Application is hereby matte to obtain a permit to do the work and instaRefions as indicated. I certify that no work or installation has oonananced prior to the issuance of a penult and that aQ work will be perixmd to and surds of all lawsyey"ng coastgugion in this }urisdiefion. I undawsbad that a separate permit must be secured for electrical work, ply mss, wells, pools, forunces, befiers, beaftm tudm and air condkUmers, de. FBC M3 SUN be 6werEed with the daft ata en and the coda in effect as afthat data SO Elltim (2914) FlarMs NuBMWX Cotte dD ELECTRICAL COUNT SYMBOL Elo trical Motor l fa Chimes - Door Bell I io Disconnect 2 Telephone 1 Q Television - Gable Outlet 3 Ceiling Fen 4 [- Exhaust Fan - Calling Mtd. 2 Flood Lights 2 �? Fluorescent Fixture 2 L_ _ ! Light Fixture - Calling Mtd, i } Light Fixtures - Wall Mtd. 4 -- Outlet 21 Outlet 220V 5 CaRCJUND Outlet COPT 5 Pendant Light Fixture ! I MONOXIDE DEVICES. Pull Chain Light. Fixture l Push Button l � Smoke - Carbon Monoxides Detector 5 �l Switch 11 Switch 3 wa9 6 $3 Telephone 3 f +,ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO. Weather Prod" GrtFI 2 FOOTINGS HAVE E BEEN DESIGNED FOR A a - kJ OPT. 1 (O.3 ELEC." I METER ! 150 AMP i ` F1EG. ' s SERVICE I (FIELD ! r E i LACATE) LILU, 1 l ELECTRICAL A SCALE: 1/4" %J-0" ! ii M NOTES= � j I I. ALL SMOKE DETECTORS SMALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL. ACTUATE ALL ALARMS AND WILL BE AUDIBLE IN ALL 150 -AMP SERVICE SLEEPING AREA/C3. VERIFY SERVICE ' REQUIREMENT 3 (260) MCM ALUM, IN 2 112 CO UIT N17 AT7D`L. PANELS AS IRIQ 8" CMU BLACK 4" CONC, $LAS 11 bxb - wL4xw1,4 Wof OVER b NIL. VAPO(1) -S FROM FTG. To BARRIER TIE BEAM SPLICE TO BE -IN. 2W GROW CELL SOLID t GRADE CLSAX GOMPACTEO FILL0-6 96 STANDAIRD Q DENWdTV AND - T89"ITE TR1 AT 20" x 15" MO%O PTO. (2) as :ONr. ON C 44fms (MONOLITWIC FOOTING D__� N.T.S. 4" CON -C. SLAB wl 6x6 - w,49WL4 W,W.F, OVER & MIL VAPOR 9" x 12 MONO r -G. ON GRAIDE C-EAN p f COMPACTED 'FILL ----'k • 3S % STANDARD DENew-1, AND TERMM TfWATi i"'ICar'+tOILITHIC FOOTING 9` CM BLOCK 4" CAC, SLAB Wt Oxo - w1.4xwL4 W.W.F. V) 03 FROM X -T& TO OVER b *ai_, "'A'aOR TE BNAM BPLIC,.E BARRIER...,.....----..-...... TO BE MIN. 25. GROX CE:1 SOLID CLEAN '! COMPACTED PILL eb!% STAwPA#RD DENSf►t AND - TERA4T1'E TREAT- 20° x W." MONO F' . {2, '"S DONT. 4 ON GHAIRs T'ti P. STEP DOWN FTG, _ 4' CONC. SLAB IV 6x1's - 141.4xwL4 W.W.F. OVER 6 MIL. VAPOR °3ARR1EIR (2) -v CONT. ON CH4* Rfi N.T.S. 2``? 3+-011 ry'_p,'" 514"_. 31_10" 4'%0" S"WXWD i THICKENED EDGE W/ 1 05 (CONT.) ----- 1 I,,,- , rr INDICATES FILLED , ; COND. ,,'c °' CELL W/ (1) 05 i"r r UNIT VERTICAL (TYP.)_...a... , , IIl"�/✓,'i.11 4r" STEP DN. " _._.__. :' RESIDENTIAL. DESIGN r- -_-_- _ __--_ _ ' ___ -------------- - 36618 ANTONE DR. GRAND ISLAND, FL. 1 ROLL -IN r 3'2735 SHOWER ;' ■ (352) 357-6537 l 1 � t",0" � 1♦ 1 , g 0 4 GONG. SL.�, REINFI .lw/ 6x6. W1.4xWI.4 U1.W.M. C7YEla LAV'. °; e TH " i rp MIL.. POLY VAf R �3tiA�@iRIER ON CLEAN, comPACT D `�*, :/� I F FILL TREATED` I1aUJ3?ERRANEAN TERMITES, f ' ° �- � t,� f� � ' CN (FIBER MES�AY BE USED ILO WWM) © e-1 J, _ W p ALL REBAR ' 'RADE 40 / i Z 1 QCL 0 i 11 REF� i 1 i NII° TUE3/SI=IWR, 1 ► -, ; 1 ,-t- lig fat i fair _ I 1 4WC , �9 I I r II RANGE LAV. w ' � f 4" DIA. SC44E'DULE 40, PVC. A/C CHAR l � ____,�. 0 �. SINK D.W. i s i ll o o I11 I rr! 1 , my ? ' 00 0) �. r 40 GAL 1 11 W.W.. %4 D. I _j LU T , ; #- 1 e r S , �4 Ol , 1 1 I x n4 1 r 4 , 1 11*6 1 (j # P w 1 , i , 1 1 (Aj E k 1 i i 1 C r1 7 #-I. LU Cf)C 1 ..�, STEP DN. 1 (( 1 L0 , I Q 34 + i-li 2-1 4-0 4 3 6 it 2 2 X C0 'V - .. ....,... _.._...._.... _ "Lys Q to r/zw�,. 1 .._....._..._....-.... Gi// moi✓ .....: ._ .,....-,...-..., � j RECORD COPY a- -oil �tlf6f I FOUNDATION ! C��NATION A . � Car �$ ! SCALE. 1/4 x 1'-0" �,� "ti .a,4a. dv66>�,a� Ol/ �••� 2. ALL RECEPTACLES IN ALL SLEEPING ROOMS SHALL MAIN 1 AIG(20 CIRCUITS) TYFF', x a D.SC. f¢ t N I BE ARC FAULT PROTECTED DISC rw LLJ co C_ �J ING Z UJO'4 a OFpAR� 01 . ....i- 1 o 0- � SHEET OF fi I 1 14 COPPER TO LIGrWTB a CARBON MONOXIDE DETECTOR TYPICAL P 4 OUTLETS ! INSTALL CARBON MONOXIDE( T COQ DETECTORS WlT#-llN 10 FEET OF ELECTRICAL �1c� �O�EA¢ To i��-1 IF A DOWEL IS MISS A ED, APPLY 1,i1/ 1=PDX�f' (SIMf''Sphl '"`ET.? ALL SLEEF'1NiC�'ROOMS, T# -1E DE'�GTc7R5 MUST L'!l FIARDWIRI:"D-WITI•I r I BATTERY EiACiCIJP' AND MAY BE GOM811VAT30N SMOKFJCARSON 1 CaRCJUND flANB,: 120 Gi2GUPT5 . 8 COPPER TO R.+41JCsE Ir la W/ ¢,a EMBEDMENT. DRILL 3/4 # HO s LE;3 FOR ra DOWELf3 I MONOXIDE DEVICES. SERVICE SERvtCE IST POWER CO. 11= STEM WALL„ EXCEEDS 32'1, FILL ALL CELLS 11,3( C,cRC7UT AND ,APPLE' 1 05 VERTICAL 0 48" O.C. (MAX.) f +,ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO. FOOTINGS HAVE E BEEN DESIGNED FOR A N-02 "2 GROUND TO 318" ROD (IO' DEEPi SOILING BEARING PRESSURE Of: 2000 PFJ" F ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS # 5ONDEI7 TO FOOTING STEEL AND TAMPER PROOF NOTE: -CFI OUTLETS OUTDOORS, GARAGES, KITCHEN # BATHS. ALL ALL SOIL OR WASTE PIPE OR BUILDING DRAINS ELECTRICAL ICAL R IiaE DIAGRAM N.T.S. A FOOTING OR THROUGH A FOUNDATION -ALL ELECTRICAL SHALL BE IN ACCORDANCE WIT44 THE 2011 WALL SNALI. 1-IA1/E A PIPE 2 SIZES GREATER THAN NATIONAL ELECTRIC CODE PIPE PASSINGT1�ROUL'sr-1 AS PER FLORIDA r �I C 1 'I - BUILDING CODE. rw LLJ co C_ �J ING Z UJO'4 a OFpAR� 01 . ....i- 1 o 0- � SHEET OF fi I FIBERG SHINGI. 9'-0" TOP 01 fo'-9" WINDOL SMOOI CEMEN BANDY TEXTUF CEMEN FINISH FINISH O' -O" FINISH :EAR ELEVATION SCALE: 1/4 - 1'-0" OFF RIDGE VENT (TYP,) LEFT ELEVATION SCALE: 1/4" - 1'-0" RIGHT ELEVATION SCALE: 1/4" - 1'-0" (3ENEIRAL NOTES: L CONTRACTOR TO REVIEW PLANS 4 VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE DESIGNER AND/OR ENGINEER. 2, HVAC LAYOUT, DUCT 4 UNIT SIZES, SPECS 4 ENERGY CALC'S TO BE SUPPLIED BY MECHANICAL CONTRACTOR. 3. ARCHITECT / ENGINEER TO VERIFY / SPECIFY ALL BEAM SIZES, CONNECTORS, NAILING PATTERNS 4 BEARING PADS, ETC. 4. WINDOWS ARE SIZED WITH NOMINAL SIZES. CONTRACTOR SPALL VERIFY EGRESS W/ WINDOW MANUFACTURER FOR CODE COMPLIANCE, 5, CONTRACTOR TO VERIFY/COORDINATE WINDOW 4 DOOR ROUGH OPENING SIZES W/ MANUF. 4 MAKE DIMENSIONAL ADJUSTMENTS IF NECESSARY. 6. THESE DRAWINGS ARE NOT INTENDED TO COVER ALL CONDITIONS, FIELD DECISIONS MAY NEED TO BE MADE, CONTRACTOR SHALL ALLOW FOR MINOR ADJUSTMENTS. 1. UNLESS OTHERWISE NOTED ALL ANGLED WALLS ARE 4! . . 8. THESE PLANS HAVE BEEN PRODUCED WITHOUT THE AID OF ENGINEERED TRUSS PLANS, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH TRUSS MANUFACTURER, S. THESE PLANS WERE DRAWN TO SCALE. HOWEVER, THE DIMENSIONS SHOWN SHOULD BE USED RATHER THAN SCALING DUE TO ANY PLOTTING OR REPRODUCTION DISTORTION. 10. INSTALL TILE FLOOR THROUGHOUT, 11. INSTALL WOOD CABINETRY IN KITCHEN AND BATHROOMS. 12. INSTALL NON -SLIP TILE ON FRONT PORCH 4 PATIO, ROOF VENT CALCULATION: .1,290/ 300 - 4,26 x 144 60. INCHES - 614,4/ 2 - 30-1,2/ 150 (PER OFF RIDGE VENT) • 2,04 - 3 OFF RIDGE VENTS 2'-O" REFER TO COMPONENT 4 CLADDING DESIGN CRITERIA ON SHEET 3/5, SAFETY GLAZING (TEMPERED): i WINDOWS OVER BATH TUBS • WINDOWS WITHIN 24" OF DOOR SWING • ALL SLIDING GLASS DOORS • FIXED GLASS LITES OVER 30 S.F. ALL SHOWER ENCLOSURES * LITES WITHIN 18" OF FLOOR IF LARGER THAN 9 S,F, AREA LIVING 1200 S.E. FRONT PORCH 60 S.E. TOTAL 1280 1S.1=. — FIBERGLASS SHINGLES TOP OF BLOCK 9'-0" WINDOW HEAD 4 x 4 P.T, POST --- FINISH GRADE — FINISH FLOOR0'-0" — FIBERGLASS SHINGLES TOP OF BLOCK WINDOW HEAD 6'-9" SMOOTH CEMENTITIOUS BANDING (TYP.) TEXTURED CEMENTITIOUS FINISH FINISH GRADE — FINISH FLOOR FIBERGLASS SHINGLES S' -O" TOP OF BLOCK 6'-9" WINDOW HEAD SMOOTH 1' CEMENTITIOUS BANDING 4 x 4 P.T. POST TEXTURED CEMENTITIOUS FINISH — FiNISH GRADE O' -O" FINISH FLOOR INDICATES FILLED CELL W/ (1) 05 VERTICAL (TYP.) FRONT ELEVATION SCALE: 1/4" - 1'-0" FLOOR PLAN SCALE: 1/411 m 11-011 30'-O" 411 COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection �vILD/Nc SANFORD O�Aq RTM��� #17-219Q RECORD Copy FOR CODE COMPLIANCE BE CONSTRUED TO BE A H THE WORK AND NOT AS CANCEL., ALTER OR SET .K1N.S CIF THF TFCHNICAL A STRUCTURAL AND WINDLOAD REVIEW OF THIS PLAN WAS BEEN MADE BY GRIES ENGINEERING,INC„ CIVIL ENGINEERING - WINDLOAD 4 STRUCTURAL DESIGN AND IS IN COMPLIANCE LUITW FBCR 2014 - 8th EDITION TWIS CERTIFICATION IS FOR STRIiCTURAL AND WIND LOAD REQUIREMENTS AND FOR COMPLIANCE W/ 2014 FBC bth EDITION, RESIDENTIAL, SECTION R801 ONLY, TWIS CERTIFICATION IS NOT TO IMPLY TWAT DRIES ENGINEERING IS TWE AUTHOR OF TWESE PLANS. TWE ENGINEERS DETAILS / NOTATIONS HAVE ISEEN ADDED TO REFLECT COMPLIANCE w/ TWE CURRENT CODES MR. JACK. L. GRIES P.E. LIG" : 33810 100 BALMORAL CIRCLE LEESBURG, FLORIDA 34149 (352) 161-6161 FAX: (352) 326-2931 DATE; �D RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 CF0O—UQ ���.VVV`•.�Q�.,IM Jr"J�QI NQ_ 00 OZ�a mCUj lqt 0 O V MWJ0)0Z 0 *4 �C�C�NWrNM**4 O Wn M Wo U- Q W 0 0o WOW C) LL Z OSHEETO F5 X` 'G ELECTRICAL COUNT SYMBOL. Electrical Meter i 8 Chime - Door Bell 1 Gli Disconnect 2 ■ ap Telephone i Q Television - Cable Outlet 3 Rv Ceiling Fan 4 Q Exhaust I=an - Ceiling Mtd. 2 � Flood Lights 2 Fluorescent Fixture 2 r L. _ — _ 1 Light Fixture - Ceiling Mtd. I oil Light Fixture - Wali Mtd, 4 -- Outlet 21 6 MIL. POLY VA Outlet 220V 5 FILL TREATED Outlet GFI �✓ deR Pendant Light Fixture 1 ALL REBAR Pull Chain Light Fixture 1 -- G Push Button 1 �] Smoke - Carbon Monoxide Detector 5 i Switch li Switch 3 way 6 13 Telephone 3 Q Weather Proof GFI 2 [] FLOOD LIGHT ELEC. METER - ISO AMP ELEC, SERVICE (FIELD LOCATE) NOTES: 1, ALL SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS AND WILL BE AUDIBLE IN ALL SLEEPING: AREAS, 2, ALL RECEPTACLES IN ALL SLEEPING ROOMS SHALL BE ARC FAULT PROTECTED. ELECTRICAL FLAN SCALE: 1/411 = 11-01' CARBON MONOXIDE DETECTOR INSTALL CARBON MONOXIDE (CO) DETECTORS WITHIN 10 FEET OF ALL SLEEPING ROOMS. THE DETECTORS MUST BE HARDWIRED WITH BATTERY BACKUP AND MAY BE COMBINATION SMOKE/CARBON MONOXIDE DEVICES. *ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO. *ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS AND TAMPER PROOF +GaFI OUTLETS OUTDOORS, GARAGES, KITCHEN 4 BATHS, •ALL ELECTRICAL SHALL BE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRIC CODE 150 AMP SERVICE VERIFY SERVICE UNDERGROUND SERVICE BY POWER CO. - — ODD 3 ;HT 3 (200) MOM ALUM, MAIN iN 2 1/2" CONDUIT ADD'L. PANELS AS RE&D. DISC, A/G DISC. (20 CIRCUITS) TYP. 014 COPPER TO LIGHTS TYPICAL t OUTLETS ELECTRICAL 010 COPPER TO WH PANEL COPPER TO RANGE (20 CIRCUITS #2 GROUND TO 3/0" ROD no' DEEP) ! BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM N.T,S, S" CMU BLOCK 4" CONC, SLAB W/ 6x6 - wl.4xw1.4 W.W.F. OVER 6 MIL. VAPOR i) 05 FROM FTG, TO HA TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOUP 7AND �.�—T� ,d ` a GRADE CLEAN 3 COMPACF w gy Ao STANDARD Q DENSITY TERMITE 20" x 16' MONO FTG. (2) 05 CONT. ON CHAIRS 1,„ } MONOLITHIC FOOTING N,T.S. 4" GONG. SLAB W/ 6x6 - w1.4xw1.4 W.W.F. OVER 6 MIL. VAPOR 12" x 12" MONO FTG. HARRIER (2) 05 CONT. ON CHAIRS. GRADE CLEAN n ° • Q COMPACTED FILL w SS % STANDARD DENSITY AND TERMITE TREAT 2 r�oNOLiT�ic I=ooTIN� 8" CMU BLOCK 4" CONC. SLAB W/ 6x6 - wl.4xwL4 W.W.F. C (1) 05 FROM FTG, TO OVER 6 MiL. VAPOR TIE BEAM SPLICE HARRIER TO BE MIN. 25" GROUT CELL SOLID 1 � ' � A CLEAN �4 COMPACTED FILL w SS % STANDARD ' a DENSITY AND TERMITE TREATED 20" x 16" MONO FTG. (2) 05 CONT. 1'-4" ON CHAIRS 3 TYfD. STEP DOWN I=TCH. N,T.S. 4" CONC. SLAB WJ 6x6 - w1.4xw1.4 W,W.F. OVER 6 MIL, VAPOR HARRIER 4 16" W. x S" D, CONIC. FTG. " ♦ (2) 05 CONT. ON CHAIRS � 14LT, ST�1'� UJI�LL �TC�. N.T.s. a"Wxs"D THICKENED EDGE W/ 1 05 (CONT,) — INDICATES FILLED CELL W/ (1) 05 VERTICAL (TYP.)- Q r - Q 0 4 IF A DOWEL IS MISSED, APPLY W/ EPDXY (SIMPSON "ET) W/ 6" EMBEDMENT. DRILL 3/4"� HOLES FOR "S DOWELS IF STEM WALL EXCEEDS 32", FiLL ALL CELLS W/ GROUT AND APPLY 1 Oro VERTICAL a 48" O,G. (MAX.) FOOTINGS HAVE PEEN DESIGNED FOR A SOILING BEARING PRESSURE OF 2000 PSF NOTE: ALL $OiL OR WASTE PIPE OR BUILDING DRAINS UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL HAVE A PIPE 2 SIZES GREATER THAN THE PiPE PASSING THROUGH AS PER FLORIDA BUILDING CODE, 30'-O" 2'-211 8'-O" 19 19'-101, 31-011 ,, 51-811 y 5111 3'-10° S'-0" W----------- -4 ----------4tl UNIT Q 1111- Ii I I W'B, ILL _ ' J 4" DIA. SCHEDULE 40, PVC. A/C CHASE t SINK D,W; 1 i II o o III I rrp- u I J I I ala/ JHr I� „-----L-eb _-'r_.._.. J _ ......... .., _._................... _....... 1 , f 1 1 1 1 1 I 1 1 � ■ /r - �� 40 GAL, 1 1 1 I 1 ; V11Y 11�IpI I D, I 1 1 f r I ■ I 'o2� r "11 ' il i 411 I W, iL_J 1 , 3 � , 1 I , 1 -------------------------------------- --- ----- ------ ----- -- 4STEP DN,411 1 I I I g-1111 CL u! fo2'4" 4'-0" 4'-3" ------------------ -------------- 2 8'-0" I �8'-o" 3'-O" 1. 16'-0" 30,-0" FOUNDATION PLAN SCALE. 1/4 = V-011 GENERAL NOTES I. PROVIDE MIN, & MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2, PROVIDE 4" CONC, SLAB W/ 6x&xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 0 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM), 3, VERT. 05 BAR TO BE HOOKED AT TOP 4 BOTTOM (FTG, AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND * EA, END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/ MAN, SPECIFICATIONS PRiOR TO POURING OR RECESSING DOOR SILLS, 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE, 6, CONTROL JOINT$ (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING F15ER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT TO A DEPTH OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT, FTG, TO TIE BEAM Gro' -8" O,G. MAX U,N,O.) (REFER TO NOTES) i. IF A DOWEL IS MISSING, APPLY w/ EPDXY (SIMPSON 0 ET) W/ 6" EMBEDMENT, DRILL 3/4" DIA, HOLE FOR 05 DOWEL, 8, NO WOOD GRADE STAKES PERMITTED. ■ MM r 4 Q r °®411111/,, 4" STEP DN, I U r • S N ■ ■ ■ ■ ■ ap ---------------------------- ----- ------------ ----------------- 810 _C11 CV IGC - �`1�098 ROLL -IN ' , , 1 SHOWER I 1 ' 1 oil 4" 4" LONG, SL REIN= w/ 6x6, W1,4xWL4 W.W.M. OVER 6 MIL. POLY VA RtER ON CLEAN, COMPACTED ' , FILL TREATED UBTERRANEAN TERMITES, ' I (FIBER MESH Y BE USED ILO WWM) I r ;- - -m, ALL REBAR 40 I ; bl REF. JRADE - ■ L 1 ^ 1 i 1 I I I I l o TUB/SHWR. I I I I { 1 1 LL r.. � RANGE i ,{ I I� �I W,G, I h III E 40q Ig611111�1 1 - �PIL L� r :%U1 r LAY, 4" DIA. SCHEDULE 40, PVC. A/C CHASE t SINK D,W; 1 i II o o III I rrp- u I J I I ala/ JHr I� „-----L-eb _-'r_.._.. J _ ......... .., _._................... _....... 1 , f 1 1 1 1 1 I 1 1 � ■ /r - �� 40 GAL, 1 1 1 I 1 ; V11Y 11�IpI I D, I 1 1 f r I ■ I 'o2� r "11 ' il i 411 I W, iL_J 1 , 3 � , 1 I , 1 -------------------------------------- --- ----- ------ ----- -- 4STEP DN,411 1 I I I g-1111 CL u! fo2'4" 4'-0" 4'-3" ------------------ -------------- 2 8'-0" I �8'-o" 3'-O" 1. 16'-0" 30,-0" FOUNDATION PLAN SCALE. 1/4 = V-011 GENERAL NOTES I. PROVIDE MIN, & MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2, PROVIDE 4" CONC, SLAB W/ 6x&xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 0 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM), 3, VERT. 05 BAR TO BE HOOKED AT TOP 4 BOTTOM (FTG, AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND * EA, END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/ MAN, SPECIFICATIONS PRiOR TO POURING OR RECESSING DOOR SILLS, 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE, 6, CONTROL JOINT$ (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING F15ER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT TO A DEPTH OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT, FTG, TO TIE BEAM Gro' -8" O,G. MAX U,N,O.) (REFER TO NOTES) i. IF A DOWEL IS MISSING, APPLY w/ EPDXY (SIMPSON 0 ET) W/ 6" EMBEDMENT, DRILL 3/4" DIA, HOLE FOR 05 DOWEL, 8, NO WOOD GRADE STAKES PERMITTED. ■ MM r 4 Q r °®411111/,, ®°®° Gri ,�, • moi' ��;•°lilgC1S U r • S N N o{ 810 IGC - �`1�098 ENGINEER NG INC G`F6ES A STRUCTURAL AND WINDLOAD REVIEW OF T1418 PLAN HAS BEEN MADE BY GRIES ENGINEERING,INC., CIVIL ENGINEERING - WINDLOAD 4 STRUCTURAL DESIGN AND IS IN COMPLIANCE WITH FBCR 2014 - 54h EDITION TNI& CERTIFICATION 18 NOT TO IMPLY. THAT GRIE6 ENGINEERING 16 THE AUTHOR OF THESE PLANS. THE ENGINEERS 0ETAIL6 t NOTATIONS NAVE BEEN ADDED TO REFLECT COMPLIANCE w/ THE CURRENT CODES MR. JACK L. GRIES P.E. LIC"' : 33510 100 SALMORAL CIRCLE LEESBURG, FLORIDA 34148 (352) 181-6161 FAX: (352) 326-2931 DATE: 6 / 26 / it RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 Ct' 0 Z 00 0) M V V Z W J r` O N 0 NCn I�- N LO V W Q 12 c-1 W N ry w� 0 0 p LL M w 0 W o0 �- T- i z d Q SHEET OF 5 J Q N cc Q CL m �+ Q V/ Q W Ix Ct' 0 Z 00 0) M V V Z W J r` O N 0 NCn I�- N LO V W Q 12 c-1 W N ry w� 0 0 p LL M w 0 W o0 �- T- i z d Q SHEET OF 5 J Q N cc Q CL m �+ Q V/ Q W Ix HOW1 LI I ID SAFE LOAD TABLES - TYPE DESIGNATION'"' -r - nELEO MR11 CNOUr / u - UVOIEU / 5 - SAun �.,.., u UM wow Is FIELD AM NEW AT x611' 1311 FBEfASI 2131 8F16 -1011T r4 14!'1 �R81Aii kL1t AST- om "orwrl J r I Lwmury ar 11 nuo 444" 1417 N1FGS1 1118 964 9 8F124 B 8F16 -O8 8 BF24.06 8F28 08 aF32-08 110111111KNoWO law. rot, 4+•i" tslrl.- "M 1591 UR"*. ii� $u8. 15 Mitt lop W_ t, Now "' f44• 1617 F68Ug l"7 4'-1 On (34") PRECAST 2231 3064 4605 8113 1547 8974 10344 11809 0.10" (701 FwB�t. Ilw2 € 11'6" (4i) PRECAST 2231 3069 3719 5163 6607 8054 9102 T0951 ll v: oua 6W i7BT NNOIBr ler ""�O c" . 41-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 B10J got wa-r- rNw �I I I� 41-6" (54") PRECAST 1599 1489 2110 2931 3753 4576 $400 6224 +� i(0" stir •e d¢ 15 ro " 4�a rR '�• 1349 1438 1999 25661 3123 3686 4249 DOWN Cr-tr an nautn tssa �1" 11115 sE*4" (b4") PRECAST 1217 �f-6 IICtIW. N10MM IM tM11 RuirooM 9001110 >4" 011 Wit Taos 111114 1po 1 1105 1 1173 1631 1 2090 2549 3009 3470 04* (61 RM hs Id„ 5'-10" (7n PRECAST 1062 4W W1 d 911 IW 61-6" (781 PRECAST 908 r238 2111 3480 3031 3107 .4383 SOaI For a 5'-10 overall length lintel type 8F16-1B/iT: P461 W1 MM 411 IN Safe superimposed gravity lend = 4360 PLF s+-nw s1e 7'-6" (90') PRf(AST 743 1011 1729 2632 2205 2698 3191 311115 Safe superimposed Uplift Will = 2093 PIF V• M NMI - sir m 40699 1160 1625 2564 3486 2618 02 Safe superimposed lateral load = 339 PLF 4'-4'1 (112'1 PRECAST 554 104" 0260 PRECAST 475 535 1 890 1 1247 2093 2717 2163 2536 COMPOSITE LINTEL TYPES 1114" 0381 PRECAST 362 582 1 945 1 1366 1 1146 2423 3127 4006 14'4" (1444) PRECAST 337 540 1 873 1 1254 1 1684 1 2193 1 2805 3552 F'm=1500psf13'-4" (1bD°) PRECAST 296 471 755 1075 1428 1838 2916 2883 SEE SAFE LATER4L LW " n 424 706 1002 1326 1697 2121 2830 8U8 818-0611 BFB -10/11 8F8-16121 i TARES FOR LW RAnNO 14-0 (1684) PRECAST 279 FOR EACs, ADq O AL REINFORCED CMU FULL COURSE 141 " (176") PRESTRESSED N.R. MR NO NO NO NR NR NR R V Z 5 REW ctR Ira cR;o o. c,R60 151 411 (1841 PRESTRESSED N.R. NO NO NO NO NO NO NO • • Note. See Safe led Toile 17'-4" (208') PRESTRESSED N.R. NO NO MR NO NO NR NR • • « • • ' • Notes #5 for ApOkoNo 8F16-(18/li 8F(6-16/11 8Fi1i-18/21 14'-4" (232") PRESTRESSED N.R. NR NO NO NO Na NR NR 41'-4" (256") PRESTRESSED N.R_ MR Nil NO NO NO NR NO PRODUCT DESrRIIPTION NR xR NO NO NR NR NO 44"-0" (2844) PRESTRESSED N.R. High strength precast and prestressed concrete lintels designed to be used NR NO MR NO NR xR Unfilled or filled with grout to form a composite reinforced beam using concrete 241-0" (28r) PRESTRESSED N.R, masonry units. (MATERIALS • f'c 8" precast lintels .= 3500 psi • f'c 8" prestressed, 6" and 12" precast lintels - 6000 psi • f c 4" precast lintels = 3000 psi _QAFFen da mw% a Grout per ASTM C476 f'g = 3000 psi w/maximum 3/8 inch aggregate WTI 8 to 11 inch slump. a Concrete masonry units (CMU) per ASTM C90 with 411►sT" 4>1ateTaE minimum net area compressive strength = 1900 psi 8F8 -1T OF12-IT - 8FI64T 8 IMI 8F24.1T BF28•iT 8f32•IT REiNF. • Rebar per ASTM A615 Grade 60 LEIICi11+` i1fPE SUB 8FEI (mull • Prestressing strand per ASTM A416 Grade 270 low relaxation 1912 3173 44611 5747 J034 8321 96Da e 7/32 inch wire per ASTM A510 41-10" (34)" PRECAST 1293 1642 2135 • Mortar per ASTM C270 Type M or S GENERAL NOTES 3'-6" (42") PRECAST1569 2524 3541 4569 591 6613 7636 1025 1024 1830 > 1363 2192 0 6627 1. Provide full mortar head and bed joints. 41-0" (48") PRE [AST 3019 3968 4853 514 765 763 1365 2: Shore filled lintels as required. 4'-6" (54°) PRE(bST 12Dr 11940 2724 350 4292 5077 Seal 592 591 1057 3. Installation of lintel must comply with architectural and/or structural drawings.5'-4" (b4") PRECAST `1016 1632 2290 2949 3607 4265 4924 41i 411 734 4. U -Lintels are manufactured with 5.1/2 Inch long notches'at ends to accommodate vertical cell reinforcing and grouting.' 1 409 1492 3 2694 3245 3891 4498 5. All lintels meet or exceed L/360 vertical deflection, except s "10" (7U') PRELIST 340 339 607 lintels 17'-4" and longer with a nominal height of 8" meet 1 n 835 Oat . 1340 11saD 2414 1115 34911 4o3e or exceed L/180. 6 -6 (78°) PRECAST $07 .721 483 6. Bottom field added rebar to be located at the bottom of lintel cavity: 7"4" (904) PRECAST 727 mi 1021 1634 62J 2102 oill 157111111 3039 um 3506 t+t `424 534 357 7. 7/32 inch diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 591 680 T133O;t 1471 1151 18111151 , 2152 uis 2444 ust g 9"-4" (112") PRECAST 326 512 221 8. Cast -in-place concrete may be provided in composite lintel in lieu of 530 552 914 1151 1185 mss 1458 1151 1732 est 20071151 concrete masonry units. 10'68" (126") PREUS( 284 .401 178 9. Safe load ratings based on rational designanalysis per ACI 318 and ACI 530 ' 11'x4" 036") PRE US7 - 474 1 485 1 798 full 1034 (is).12721,51 1510 est r744os1 260 452 152 10. Product Approvals: Miami -Dade County, Florida Nos. 03-0605.05 470 ,1t 441 123 1141 936 1,+1 1151 pst 1366os1 1582os1 and 03-0605.04. Florida Certificate of Product Approval No. FL158. 14'-0" (144') PRE CAST 244 402 ' 135 11. The exterior surface of lintels installed In exterior concrete masonry 4111 nn 37.1 06110 783 1141 9621141 1141 e0 1321 no walls shall have coating of stucco applied in accordance with ASTM 131.4" (160') PRECAST 211 324 109 C-926 or other approved coating. 14'-0" (168") ECJ 384 us1 346 559 u41 723 mi 817 1141 1052 ao i218n+t 205 293 98 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading14'-0" (178") PRESTRESSED 239 323 519 oat 671 oat 823 mi 916 u4 11291141 N.R. 264 89 with the following equation: Applied vertical load + Applied horizontal load < 1.0224 302 465 Dal 626 tial 787 ilii 909 ua1 1052 nit Safe vertical load Safe horizontal load 1564" (184") PRESTRESSED N.R. 259 82 AFC. LOAD TABLE . NQJES 1111-4" (201 PRESTRESSED 187 255 4D4 11:5 520 urti 63I 11:1 754 c€ 872 apt N.R. 194 63 1. All values based on minimum 4 inch nominal bearing. Exception: Safe 19'64" (231) PRESTRESSED 162 1 222 1 347 fml 446 pol 546 na 646 nn 746 1111 111 148 51 loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2 inches. 21'4" (2564) PRESTRESSED )42 191 1 306 Toll 393 oi)l 480 wil 567 1111 654 tut N.R. 125 42 2. N.R. = Not Rated. 3. Safe loads are superimposed allowable load. 44'-0" (264') PRESTRESSED 137 192 293 ael 378 on 461 voil 54S Ina 629 otr NX 116 39 4. Safe loads based on Grade 40 or Grade 60 field rebar. 124 175 267 Oot 341 not 418 no; 491 not 566 oft > 5: Additional lateral {Dad capacity can be obtained by the designer by 44'-0" (188") PRESTRESSED N.R. 91 33 providing additional reinforced masonry above the precast lintel 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support, RECESS - 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from the next longest length shown. fill 00 AM 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for XT - :grade 40 field added rebar. 4�w3rT-4�ieolT4E Example: 7'6" lintel Type 81'32-16 safe gravity load =6472 (15)0• TM� 89116 1166-011BRF10-00 811`1011 BNFIB-06 BRF22,D8 8RF26M 8RF3486 W/15% reduction => 6472 (.85) = 5501 plf 41-4"' (52') PRET 1635 1749 1 3355 3280 4349 1 5421 6493 7567 41-6" (54") PRECAST 1494 1596 3063 2947. 9966 4946 5924 6904 51`+8" (684) PRECAST 866 �� 177p 1116 2211 2634 3401 3968 5'-10" Mr) PRECAST 810 859 1653 1600 2124 2649 3174 3700 61,8" (80') PRECAST 797 901 1825 3120 5041 7747 9448 7360 71"4" (90"} PRECAST 669 755 1490 2454 3776 5143 .7239 5623 506 1 97 1462 91-8" (1161 PRECAST 411 4" 499 1566 2253 3124 4091 3148 BDT- 1417!' * 11� lRF4+li 8Ri161T 8RF141T 8- • T 417 IAF341T 80 BRkb ��m: 41-4" (S2„) 985 1746 2 352 4409 5296 6189 758. 757. 1385 4'-6" (54°i 'PRECAST Bbl 1815 2525 33 4 4 24 4 5124 694 843 1249 (68") PRECAST 875 1901 1 118 3 3135..:4594 408 407 734- > bS5 .1262 7908 2531'- 3106 3115 4453 382 361 681 51-10" (10°) PRECAST 61-1111" 181117) PRECAST sro t t2 :165 tot 2051 3312 3e65 :.595 168 510 to 19 2`m 2412 at 2931 " 1 3257 i"•0" o o o - o 81QF1 (4-IB/It SRF14 •'O. '•.0. O O 614 490 393 221. 8FI6-0B/tt ® ` / 509 (91Y') PRECAST 395 441 93111+1 �1„>, 11111,111 1981115, 232211+, 370 9''"$" (lib") PRECAST o o o - o 81QF1 (4-IB/It SRF14 •'O. '•.0. O O O O 8FI6-IB/iT 8FI6-0B/tt ® ` / C16t DESIGN tR4TERU1 Codes: Flcrda Bu1'dinq Code 2014 Residential -5th Edition ASCE 7-10 Minimum Desig^ goads For @uildings And Other Structures This building is not a wind-borne debris area, does not require Opening pratecti Chapter -�G ASCE 7 1G' -Analytical Procedure •Strength Design Risk Category, It Basic Wind Speed: =figure X301 -2(4r FEjG2014 Residential Vult=139 mph Exposure Category ,: • Horizontal direction ! No topographical ejects Enclosure Category; Enclosed Budding tr'ten7al Pressure Cr,efficiens± 0.18 Roof Pitch: 5.4112 (22.6 degrees) pow -R -,se Build,r,y u lmrh h, =15 fee: Edge ship {feet) a = M feet Components and Cladding D•s1R" Pressures wall pressures (psf Zone Zones Effective area= 10 sq. ft. 36.8 r •398 36 S/ -48.9. ' Q 20 Sq, Et. 35.1 i -36.2 35.11 -45.7 50 sq.ft. 33.0 1 -36 4 35 1 1 -4 1,4 101 sq,'t. 31,4 / -34.4 35.1 ! -38.2 €ioof pressures i.pst! Zone 7 Zone 2 Zone 3 eller-true area= 10 sq ft. 21.6 (-33.7 15.2 (-51.6 15.21-78.9 20 sq ft. 19.8 1 '3t'-8 13,31-47.0 13,31 -73.4 SO sq,ft, 17,4 (-'31.6 10.9/-41,0 10,9 / -56,1 100 sq.ft. 15.5 i -34.7 9.1 i •35.4 9.1 1-607 -UB/IT 4✓ ©Ra©®Ra© 5S 666"1" IUALI. ZONES GABLE RDOP ZONES .NIP ROOF ZONES Plus &minus signs signify pressures acting towards and away from the budding � surfaces resp ective.lY , � / Geotechnical In-orrnatlen C)es,gn soil bearing capacity = 2400 psf . Flood Zone: ImproConcrete GRI vements do net !le in a Flood gone - Roof trusses �r20# deadgoadd A 17# live load t t 1 i f i i 1T� 4 /" • � 1.,�1 ��.^'' �,"' SIM" p ss(atk > ���If4iffixl;l+a� 1. Q�G ©Ra©®Ra© 5S 666"1" IUALI. ZONES GABLE RDOP ZONES .NIP ROOF ZONES Plus &minus signs signify pressures acting towards and away from the budding � surfaces resp ective.lY , � / Geotechnical In-orrnatlen C)es,gn soil bearing capacity = 2400 psf . Flood Zone: ImproConcrete GRI vements do net !le in a Flood gone - Roof trusses �r20# deadgoadd A 17# live load t t 1 i f i i 1T� 4 /" • � 1.,�1 ��.^'' �,"' SIM" p ss(atk > ���If4iffixl;l+a� 1. Q�G FIBERGLASS SHINGLES OVER 15* FELT UNDERLAYMENT OVER 1/2" CDX PLYWOOD SHEATHING NAILED W/ 8d RING SHANKS * 4" O.G. EDGES 4 6" D,C, IN FIELD, OVER ENGINEERED WOOD TRUSSES * 24" O.C. M HETA16 W/ (W 10d x 115" TO TRUSS (FOR ALL TRUSSES TO MASONRY LINTELS) 8'-0" _ TRUSS BRG. AL—UMMIINUM DRIP EDGE / ALUMINUM FASCIA ON Ix P.T. OVER 2x4 SUB -FASCIA 6'-8" WINDOW HEAD HGT, 16" W. x 20" D, MONO FTG, (2) *5 CONT, ON CHAIRS - 12 5L"� R-50 BATT OR BLOWN INSULATION L— 1/2" GYPSUM CEILING BOARD t • Sx8xl6 G.M.U. KNOCK -OUT BLOCK REINF, W/ 1 -*5 CONT, 1/2" DRYWALL OVER ix P.T. FURRING STRIPS OVER CMU WALL W/ INSULATION PER ENERGY CALCULATIONS PRE -CAST CONC, LINTEL W/ 1*5 PER LINTEL SCHEDULE 1/2" DRYWALL OVER ix P.T. FURRING STRIPS OVER CMU WALL W/ INSULATION PER ENERGY CALCULATIONS 2500 P.S.I. (MIN,) 4" CONCRETE SLAB REINF. W/ +6x6, W1.4xW1,4 WELDED WIRE MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN. COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES, (FIBER MESH MAY BE USED I.L.O. W.W.M.) TYPICAL CMU WALL SECTION 1 SCALE: 3/4" = 1'-0" P,5,1, (MIN,) 4" CONCRETE SLAB W/ 6x6, WI.4xW1.4 WELDED WIRE OVER 6 MIL. VAPOR BARRIER LEAN. COMPACTED FILL TREATED SUBTERRANEAN TERMITES. (FIBER MAY BE USED I.L.O. W,W.M.) ROOF PLAN ROOF PITCH: 5:12 UNLESS NOTED OTHERWISE. OVERHANG: 1'-0 x 8" D, CONC, FTG. CONT. ON CHAIRS ALTERNATE STEM WALL FTG. SCALE: 3/4" m 1'-0" FIBERGLASS SHINGLES OVER 15* FELT UNDERLAYMENT OVER 1/2" CDX PLYWOOD SHEATHING NAILED W/ Sd RING SHANKS 0 4" O.C. EDGES 4 6" O.G, IN FIELD, OVER ENGINEERED WOOD TRUSSES 0 24" O.G. am SIMPSON HIO (OR EQ,) W/ (S) 10d x 115" TO TRUSS t ( IOd x 115 TO BEAM B' -O" � TRUSS BRC. AL—UMIINUM DRIP EDGE OVER ALUMINUM FASCIA ON lx P,T. OVER 2x4 SUB -FASCIA VENTED ALUMINUM SOFFIT (2) 2x10 BEAM W/ 1/2" PLYWOOD FLITCH PLATE 4x4 S.Y.P. P,T, WOOD 2500 P.S,I, (MIN.) 4" CONCRETE SLAB REINF. WJ 6x6, W1.4xW1.4 WELDED WIRE MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES. (FIBER MESH MAY BE USED I.L.D. W,W.M,) SIMPSON 45U44 POST BASE W/ (1) 1/2" x 8" ANCHOR BOLT TO CONCRETE 4 (12) 16d TO POST HOUSE FINISHED FLOOR GRADE 77 _2 12" W. x 12" D, MONO FTG, (2) *5 CONT. ON CHAIRS - 12 5L,---' INSULATION (OPT.) SOLID VINYL CEILING SIMPSON PC4Z POST CAP WAIO) 106 TO BEAM 4 (8) 106 TO POST �^ TYPICAL "OST SECTIO 2 SCALE: 3/4" - 1'-0" to VENTED ALUMINUM SOFFIT WINDOW AS PER PLAN s SMOOTH CEMENTITIOUS CU BANDING TEXTURED CEMENTITIOUS FINISH OVER Sx8xl6 CMU REINF. W/ *5 WHERE SHOWN ON PLAN %1 0'-0" FINISHED FLOOR AIL 0 GRADE W -. z Z O Q 16" W. x 20" D, MONO FTG, (2) *5 CONT, ON CHAIRS - 12 5L"� R-50 BATT OR BLOWN INSULATION L— 1/2" GYPSUM CEILING BOARD t • Sx8xl6 G.M.U. KNOCK -OUT BLOCK REINF, W/ 1 -*5 CONT, 1/2" DRYWALL OVER ix P.T. FURRING STRIPS OVER CMU WALL W/ INSULATION PER ENERGY CALCULATIONS PRE -CAST CONC, LINTEL W/ 1*5 PER LINTEL SCHEDULE 1/2" DRYWALL OVER ix P.T. FURRING STRIPS OVER CMU WALL W/ INSULATION PER ENERGY CALCULATIONS 2500 P.S.I. (MIN,) 4" CONCRETE SLAB REINF. W/ +6x6, W1.4xW1,4 WELDED WIRE MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN. COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES, (FIBER MESH MAY BE USED I.L.O. W.W.M.) TYPICAL CMU WALL SECTION 1 SCALE: 3/4" = 1'-0" P,5,1, (MIN,) 4" CONCRETE SLAB W/ 6x6, WI.4xW1.4 WELDED WIRE OVER 6 MIL. VAPOR BARRIER LEAN. COMPACTED FILL TREATED SUBTERRANEAN TERMITES. (FIBER MAY BE USED I.L.O. W,W.M.) ROOF PLAN ROOF PITCH: 5:12 UNLESS NOTED OTHERWISE. OVERHANG: 1'-0 x 8" D, CONC, FTG. CONT. ON CHAIRS ALTERNATE STEM WALL FTG. SCALE: 3/4" m 1'-0" FIBERGLASS SHINGLES OVER 15* FELT UNDERLAYMENT OVER 1/2" CDX PLYWOOD SHEATHING NAILED W/ Sd RING SHANKS 0 4" O.C. EDGES 4 6" O.G, IN FIELD, OVER ENGINEERED WOOD TRUSSES 0 24" O.G. am SIMPSON HIO (OR EQ,) W/ (S) 10d x 115" TO TRUSS t ( IOd x 115 TO BEAM B' -O" � TRUSS BRC. AL—UMIINUM DRIP EDGE OVER ALUMINUM FASCIA ON lx P,T. OVER 2x4 SUB -FASCIA VENTED ALUMINUM SOFFIT (2) 2x10 BEAM W/ 1/2" PLYWOOD FLITCH PLATE 4x4 S.Y.P. P,T, WOOD 2500 P.S,I, (MIN.) 4" CONCRETE SLAB REINF. WJ 6x6, W1.4xW1.4 WELDED WIRE MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES. (FIBER MESH MAY BE USED I.L.D. W,W.M,) SIMPSON 45U44 POST BASE W/ (1) 1/2" x 8" ANCHOR BOLT TO CONCRETE 4 (12) 16d TO POST HOUSE FINISHED FLOOR GRADE 77 _2 12" W. x 12" D, MONO FTG, (2) *5 CONT. ON CHAIRS - 12 5L,---' INSULATION (OPT.) SOLID VINYL CEILING SIMPSON PC4Z POST CAP WAIO) 106 TO BEAM 4 (8) 106 TO POST �^ TYPICAL "OST SECTIO 2 SCALE: 3/4" - 1'-0" 3e:)'-drl " UNLESS NOTED OTHERWISE, NOTE: 1, THIS PLAN IS FOR REFERENCE ONLY, TRUSS MANUF. TO SUPPLY TRUSS LAYOUT, TRUSS PROFILES 4 UPLIFT CALLS. 2, REFER TO ELEVATIONS 4 FLOOR PLAN FOR ADDITIONAL DIMENSIONS, OVERHANG, ROOF PITCH 4 CEILING HGTS. E G►NEERING INC . GROES A STRUCTURAL AND WINDLOAD REVIEW OF THIS PLAN HAS SEEN MADE BY DRIES ENGINEERING,INC., CIVIL_ ENGINEERING - WINDLOAD 4 STRUCTURAL DESIGN AND IS IN COMPLIANCE WITH FBCR 2014 - 5th EDITION rvR vvI'IrLINIV4.L W/ 1—'PG Mn =VII ION, K=OIVCN 11AL., GEG:TION K901 ONLT, TWIS CERTIFICATION 18 NOT TO IMPLY TWAT GRIEB ENGINEERING IS TF4E AUTWOR OF TWESE PLANS, TWE ENGINEERS DETAILS i NOTATIONS WAVE BEEN ADDED TO REFLECT COMPLIANCE w/ TI4E CURRENT CODES MR. JACK L, GRIES P.E. LIC* : 33510 100 BALMORAL CIRCLE LEESBURG, FLORIDA 34148 (352) 181-6161 FAX: (352) 326-2931 DATE: 6 / 2ro / 11 RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 to - b 3e:)'-drl " UNLESS NOTED OTHERWISE, NOTE: 1, THIS PLAN IS FOR REFERENCE ONLY, TRUSS MANUF. TO SUPPLY TRUSS LAYOUT, TRUSS PROFILES 4 UPLIFT CALLS. 2, REFER TO ELEVATIONS 4 FLOOR PLAN FOR ADDITIONAL DIMENSIONS, OVERHANG, ROOF PITCH 4 CEILING HGTS. E G►NEERING INC . GROES A STRUCTURAL AND WINDLOAD REVIEW OF THIS PLAN HAS SEEN MADE BY DRIES ENGINEERING,INC., CIVIL_ ENGINEERING - WINDLOAD 4 STRUCTURAL DESIGN AND IS IN COMPLIANCE WITH FBCR 2014 - 5th EDITION rvR vvI'IrLINIV4.L W/ 1—'PG Mn =VII ION, K=OIVCN 11AL., GEG:TION K901 ONLT, TWIS CERTIFICATION 18 NOT TO IMPLY TWAT GRIEB ENGINEERING IS TF4E AUTWOR OF TWESE PLANS, TWE ENGINEERS DETAILS i NOTATIONS WAVE BEEN ADDED TO REFLECT COMPLIANCE w/ TI4E CURRENT CODES MR. JACK L, GRIES P.E. LIC* : 33510 100 BALMORAL CIRCLE LEESBURG, FLORIDA 34148 (352) 181-6161 FAX: (352) 326-2931 DATE: 6 / 2ro / 11 RESIDENTIAL DESIGN 36618 ANTONE DR. GRAND ISLAND, FL. 32735 (352) 357-6537 'd' M V 00� W z Z � W J C e .N M C A n p 'NQ LWi3! � ® 0) N ,W N C�►1 M_ �r w 0 a W N m � W Q 0 LLl Q 0 d U_ O � F U �� W O O C- r -I Z � o ``<h Q � V / SHEET OF 5 J CU N � p.,. 0 m W O N Z O F- Q CL Ln 0 o Q o Vi _0 W 'd' M V 00� W z Z � W J C e .N M C A n p 'NQ LWi3! � ® 0) N ,W N C�►1 M_ �r w 0 a W N m � W Q 0 LLl Q 0 d U_ O � F U �� W O O C- r -I Z � o ``<h Q � V / SHEET OF 5 20 Support Lege under Rafters to existW4 roof w/Sleipion 142.5 top t bottom as shown that no span is greeter than 4'A 24 Collar Ties on Rafters ?- $' mtr,10d to eau Rafter 2x6 ml gyp Rahe Not req. for Vallog seas] _ * 24': QA, max. 218 no.2 SYP Rldge Blocking at end of R (Nat req,for valley Seta) Bond I valley Plates L%\L I IFA 1 16 XL\'V NAILING: VALLEY PLATES/PURLINS TO ROOF BELOW: 2.16d OR (2) SDS 4"x3A" + EACI4 TRUSS/RAFTER + RIDGE BOARD TO VALLEY PLATES/BLOCKING: 3.10d TOENAIL. Tnl"WROtsrs of roof' below ---- r RAFTERS TC" VALLEY PLATE: 44d OR 3.10d TOENAIL = RAFTERS TO RIDGE BOARD: 44d OR 3-10d TOENAIL.- COLLAR TIE TO RAFTER: 540d EACH END Simpson 142.5 w/48dx 11/2" at Seth end to PAN -- for for Rafters 6'-0" span or more. Simpson VTCR w/ 3.104 x 1-1/2" to truss 4 4-10d at each Intersect with Tnass CONVENTIONAL 4 VALLEY FRAMING 2x4 SYP or pt Valley Pia Not req, for valley Bets) NOT TO SCALE 20'-0"MAX 20'-0" MAX lo 1 "X" BRACE S CONTINUOUS TTOM CHORD DETAIL 1;9I5LO BRACING I X MIN. SEE DETAIL, BELOW Cif 9 :f': 4 • Q l< V 4 4 :d NOTE: 1) eEE TRUSS MANUFACTURER'S TRUSS ENGINMRING TOP 4 BOTTOM C40RD CU" SWWS FOR ADDITIONAL. PERMANENT BRACING GABLE END BRACING � TWAT MY BE REOUIRSD 4'-0" O.C. MAX. FOR 2) `'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BF'ACING PROVIDE? IT F>CTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SCALEt N.T.S. AS PER HIB 91 ,y .. y ,. y , n_. -_"'4-q. CONTINUOUS LATERAL BRACING - NAIL OVER X-BRtACE AS SWOWN INSTALL. BLKG. AT TRUSS WINS FOR NAILING X• -BRACING - 2x4 SPF OR SY w/ 2-16d S EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALA PRE-ENGINMR _ OVERLAP TRUSS BRACING NOTE= WOOD TRAf " � A7 LEAST ONE TRUSS a5 OVERLAP ALL METAL HARDWARE IN CONTACT W/ P.T. SPACE WOOD SHALL BE 14474DIP GALVANIZED OR STAINLESS STEEL BLOCtCING MINIMUM 12) 14d PLR JOINT MINIMUM 1"x4" TRUSS BRACING 05 VERTICAL TRUSS BRACING OVERLAP DETAIL.(TYP.) REBAR w/ 12" HOOK 25" w CORNER wr Or—ALE. N.T.S. FULLY GROUTED CELL ■I�' - - Ix PT !LUCK - FASTEN TO \ rr OP -COURSE MASONRY w/ a/*" TAPCON6 W' TIE -BEAM FROM ENDS AND 24 O.C. bgrAEN \,0 MAX. - MIN. MENT W/4" SjV Y ♦--1/4" MAX. TIE-IBEA 'I/ CORNER DTL, rr �� I/2" ■ 1'-0" EXTEIRIOR DOOR JAMB INSTALLED MAS 1NFtY WAI:L ; wITN 1/4" TAPCONS b" FROM JAMB ENDS AND 16 O.G. OMWEEN MAX. TWOUGFI .. a SUCK INTO &OSTRATEi PLUS MIN. (V 09 GC* -W TURU LGA. HINGE: INTO OWK, ALL w/ 1- 1/4" MrN. EMESEDMENT STUCCO, CE]MENTITIOUS FINISH OR FOITR-CEMENT SIDING (TYPICAL) EXT. DOOR IN MASONRY WALL SCALE: 11/2" x 1'-0+' F , 1 1 m q I I + ' be PT !!SUCK - FASTEN TO 1 MASONRY w/ 1/4" TAPCONS 4" t + FROM ENDS 4 16" O.C. MAX. t 15EMM M - MIN. 1 1/4' EMSED, PLAN S 1rLEV ION + ' 114" MAX. MASCONi' -Y- WALL. , SIMPSON W=412 W/(10) ALUMINUM SH FLANGE WINDOW! 1/4" x 2 3/4" TAPCONS INSTALLED PER MAUFACTUREIR" S LGTLICCO OR SPECIFICATIONS - TYPICALLY t0ING 2 -PLY N0.2 SYP TO MAS. WALL l 10-10d CEMENTITIOW FINISH TAPCONS THRu U04DOW + BUCK STRIP w/ I 70 BEAM 1/4' MIN, EMBEDMENT IN MASONRY 2x12 BEAM U.N.O. (TYPICAL) SEAM/WALL CONNECTION 9 NOT TO SCALE FLANGE WINDOW IN MASONRY WALL 5 SCALE: 1 1/2" - 1'-0" W J CO (DD U t N q L co Nr � 0C7c~^yN ¢ `O 0 t 1'3 m as 0 Wu- X x E W� Oil SmYt M M W In Li —1 r Wul W z a. CD ZQ W �'y www r ��y is �%�°ww'��w •�jj�/'� � S. .- s tap- ; •wwwwwwww ww CIO Ua Q 1JJ i- Z Lt. > V --- til a � �?z UQ� 1 W•..- U �/ U. H REVISIONS= DRAWN BY T,WA CHECKED BY J, CsRI�S DATE A►UG 2 " 2411 PROJECT NO. 01'1098 SWEET* 5 OF