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HomeMy WebLinkAbout39147 5 StV EXISTING FLOOR PLAN T. 2 X 4 W/ W REDHEAD T 24" O.G. VERTICAL V ATTACHMENT DETAIL PROGIJG'T CATOS. am CATEGORY MANIFAGTURER R-ORIGA APPROY. • PANEL WALL" SOFFITS ROYAL BLOC. PRODUCTS FL 13139.1 PAS WALI.B HARDIPI-ANK GOING JAMES HARDIE WILDING PROD. FL 104-Ml EXTERIOR DOOR& SUNNGING - SOLID n4URMA-7RU FL 345" ROOFm ROOFING ACCESSORIES - VENT LOMANCO INC. FL 319zs ROOFING UNDERt"AYMENT TAMKO 9KM DING PRODUCTS FL 123281 WOOD CONNECTORS STRUCT_ COMPONENTS SIMPSON STRONG TIE FL 10860 LSTA SIMPSON STRONG TIE FL IOS52. SPI SIMPSON STRONG TIE FL10456.1 SP2 SIMPSON STRONG TIE FLt0456.6 ASM144 SHIPSOh STRONG TIE FLIOSW.4 W10 SIMPSON STRONG TIE FL10446.2 HUG410 SIMPSON STRONG TIE FLI0655.21 C6I6 SIMPSON STRONG TIE FL10852.2 ECC44 SIMPSON STRONG TIE FLIt4lO.I MT612 SIMPSON STRONG TIE FLIO4565 UNNDOOWS SINGLE WING PGT INDUSTRIES FL 239.1 ROOF VENTING- 1125 DIVIDED X 300 X .8 . 3.0 Sa FT. REAR ELEVATION SCALE: 1/4" . 1'-0" lfs" CEMENT. COATING ON PB. MTL. LATI-I ON HOUSE UlR.4P ON 111' ,i will 1 i PLYWO, (Sd NAILS AT 6") loop � I I L---� I I LEFT ELEVATION SCALEt 1f4" s 1'-0" _4 1 - 1' _i SEE ATT :WMEAIT DETAIL _ _ _ cal i c r t ' LC i ep Zco 14-1( 3:12 PITCH + _: MATGN EXISTING. 111 0 lf8" CEMENT _ '�' "� .. `� COATING '` � } ~ El � 0 ' to �..'� .�,� . �- zQ LL cl ,/ ►r'y VLj .Z Q ma RIGHT ELEVATION _4 ., lu W- i•1j �- . cq I-- V r mBIC Sol gg $ S't4AJ 1, ` ggypy �} Now ORS Rf�v9Ew 'D;ql'E C17 Y OF '� ti` bpiLu 9 'I Z06EI,lii� 1B IT�I I Y �� , 3 r P UJ ,. 266r'a e :72;4 Qr:�IhlAIaU L, J F i cr iv WALL BELOW EXTENDED -lit 3 - 3 -1Qu "-9 19/i� COUNTER 1J.. '1 u A REMOVE LUA.LL - �j {� LIVING _ DINING 01 SC CLOSE OPENING DATE - SEE DETAIL FORC + . - i2�V'i310N 1 5HEET 33'-10 3/32" AREAS LIVING 144 S.F. ADDITION 353 SY: PROPOSED FLOOR"' PLAN. TOTAL LIVNG loss S.F. PORCH 28 S.F. SCALE If4" : 1'-0" I'M5 $,F. OF SINGLE PHASE BREAKER PANE- NEMA 142 GiRCUiT MAN LUG DISC. Z" RIGID NIPPLE WITH 3 - -NO CU THW CONDUCTOR 0 METER SOCKET—--ti 04 CU TO COLD WATER PIPE AND DRIVEN GROUND ROD T \ Bl' POWER CO. RISER DIAGRAM LEGEND FAN / LT. E)04"T FAN -{ INC—AN. LT. �WRECamT. VD VOY RECEIPT. SMOKEDET. V REGESSW LT 4' FL.UOR, LT. SWITCH BEDROOM RECEPTACLES TO ON AFCI CIRCUITS of ELECTRICAL PLAN SCALE 1/411-1--011 2-2X 10W/ I, FLITCH PLATE "ON MCC AND COLUMN CAP 4 02 SYP POST IV' BELOUJ GRADE POST BEAM DETAIL 33'-10 3/32" 12'-1 - 9'-2 19/32" 12'�3f1 i $AWCUT AND REMOVE Ifo" OF EXISTING CONCRETE' a Q'a Q`a D' p• p, a • ° ° apea e ° p° pe 4 4 4 d 4 4 Qe 4 4 4 4 4 4 4 a 4 "a Q'a Q `n Q a Q a Q n D'n 'IN D •a Q'a . Ni=W 16 X 12" MONa a D D I. A P D D D b D b- kFTG' Wl 20 5 BARS :,. 4 A 'D- 4 pa ° p° p a p p° p c p a a• • °• • e e e• a d d 4 4 d 4 4 4 <1 4 4 cf 4 �° 4 p° •4 p° •a A .4 . Q •a Q'a h'a Q .4 Q It, D •a 4 `a Q a 4 `a D `n Q-+ 4 `a D. A .'a• A . Yb: D .'b D .'P D .'b D .. }D' D .'b D .'D ON. EXISTING SLAB - POUR NEW SLAB UP TO .'b A ps. ° 4• a• �• ° p°. a. p• a °° ° p• ° p• pe ELEVATION OF EXISTING SLAB 1 -. • .. °•. p. d a 4 4 4 4 a 4 a Q •a . Q •a Q a D a Q `a D'o Q'a Q a." /S' v D a D `n.. Q To x Q a Q'41 a 4 D a • P D D: D D. D. b D D D C. D aD Q nD C. n a s o A P 6 b D. D• D D. lea • 4 ° 4 e 4 s 4 s d ° q e q e 4 nq 4 s •' 4 ° 4 e• 4 e 4 e 14 D'a . D •a Q' D `a . Q a D'4 Q'a D `a Q `a D D D A D D D A b D P D P D D D D D R- D R A P D b D D P P D D p° Z p --- -_ 4 J 1 Q +'D 4u..a e a a D'n a 'VA n p a, p i s d 4 a d, s SAME ELEVATION a . D'a A % D `a Ile a a a f ° 4 p° 4 ©a 4 ps t 4 Q'a Q •n Q'n �' . , fft a 6 a a 4 ° 4 d• 4 pe a a n 4 p° 4 p° BAR SET IN EPDXY ; D ,'b `D .'D D .'P }� INTO EXISTING SLAB V' li • d pa 4 pe ° 4 }} AND 12" INTO NEW SLAB ' f.n D'a D'a . D'a TOPPING i } . ) Y f FD p D P• A P' f C�• 0 4 pa s 4 p• p pa . i e 4 pe 4 pe d pe 14 f a a 6 • 4 pe pe 4 ps t 16" X 12" MONOLITHIC FOOTING W/ 2 " S BARS I 1—oilof—ell 33'-10 3/32 9 c�1 I Lu QL iq ova DATE REVISION 6HEET LEGAL DESCRIPTION AND CERTIF ICAT10 THE SOUTH 106 FEET OF TRACT 5, S. M. YINGLINGS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 16, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, LESS THE EAST 94 FEET THEREOF AND ALSO LESS THE WEST 10 FEET THEREOF. B0 NDAk Y lJ V h Y REMAINDFR OF TRACT `5 I o 5 ;nt�T INCLUDED) 90.20' 1 051 TRACT "4" FO FtIy�IYD co FOUND �� CCOOYI�(C. ooA` FY t � 0.5 x y 1.2' _ METAL SHED $.9' V W —Q 0.3' R F NI s 1:' W( : Ii O d a • ,X. 2/�, t U.C7 ES SURVEYNOTES THE�� P�L NES Ot 21.6 25.8 t k PORTION OF SOUTHERLY SIDE OF LOr >- TRACT 5 THERE ARE FEMCES NEAR THE 7C ! (INCLUDED) N " BOUNDARY OF THE PROPERTY. r " BUILDING #39147 25.8' j 42.8' KENNETH J OSBORNE PROFESSIONAL SURVEYOR AND MAPPER #6415 BOtA4CARY Sl.'RVEYESEN'���Q��j�''�■��1T�� `"�"r°1. (DIRECTION.TION SLJRVE 1 it \ V.j L Jam./ (DIRECTION. ENTICATED ELECTRO} X TOELECTROWSfAL LB 47893 . Av0 SV3t- ATURF- Kenneth Digitally signed by Kenneth SERVIING FLORIDA Osborne 6250 N. MILITARY TRAIL, SUITE 102 Date: 2021.06.04 11:50:33 WEST PALM BEACH, FL 33407 Osborne -04'00' PHONE (561)640.4800 STATEVVIOE PHONE (800) 226-48G7 pp(;F p(;FG STATEWIDE FACSIMILE (000) 741-0576 tt3(YI �1Sta6tF 1� it I lrA7 F 1> WEBSITE: httpJttargeMrveying.net ... lu 11.I ar pie `� •� O�� lu co IL i QQ • •FS tVZIL _a PT, 2 X 441S AT 16" O.C. U / 1/2 RI R+ ADS AT 24" MAX 2 X 4 WT C616 STRAPS 8" LONG MIN. 1/2" GYP. BRD. R-13 INQvWLATION 1/2" PLYWEX W/ Sd NAILS AT 6° WOUSE WRAP 3/4" DECORATIVE CEMENT, COATING ON PB MTL, LATH OPENING INFILL DETAIL' -',.- lu U44 r` u- 0 4.3 C lu CL t r I I I NW IDBL.2Xt i +•. �. 6EAh W in";LYwD,1 1 i . . I 1 .1 % % i IN- ... s o ( I 1 I I 1 1 1 II I I 1 I 1 Il 1 t a ! t 1 1 1 I I I II' t AFT"S T I { 11 I I PLU ING W 2 X A KNEE UJALL. I I1 1 1 I T-T I 1 1 I I I 1 I I IIl 1 I 1 is I I I I 21 x 0 fRAPT Alt 24" I I 1 I I I I 2 X KN ALL 1 1 I I 11 2 I x ro! RA6TEi 8 AIT 24�11 I I I I 1 1 I r � e i 1 WITH 3/8" LAG 'S INTO EACH EXIST. 3 ROOF ATTACHMENT DETAIL. 11 - 11 ;4UC410 sl n PRE ENGINEERED t� 4 TR(WFES AT 24" O.C. 01=3L. 2 X I 1/21` YWD lt.-0It 21-Q 11 33'-14 3 3 1' J Roof= FRAMING FLAN SCALE 1/4" s 1'-0" Z. LU cl (P uj 01 N DATE col iE/21' REVISION O eFAM tUf PuTCHPLAT SHEET CAST-CRETET" LINTELS }- • i t 'Aw BARS T_ 7/32' WIRE STIRRUPS Meo 7•A" BARS / Lk7-320 � WIRE� tea'STIRRUPS /$ �w ! 'A' BARS 7/32' WIRE STIRRUPS7 AV 2- IP BARS RECESS �" BARS .�. "B' BARS 8' PRECAST U-LINTEL 8' PRESTRESSED U-LINTEL 8" RECESS DOOR LINTEL CAST-CR TE" HIGH STRENGTH CONCRETE LINTEL REINING SMDIILE AND SAFE LOAD CAPACITIES Am LINTELDESIGNATION IfVe IIFS IIF31B-IT 8F16-1&1T iF24-1&1T LWYEL OVERALL CLEAR REMN`ORCNIGMRS TYPE LINTEL LENGTH SPAN SAFE SAFE LOADS (PLF) (4' IIING) or 'B' GRAVITY UPLIFT GRAVITY UPLIFT GRAVITY UPLIFT GRAVITY UPLIFT GRAVITY UPLIFT PRECAST 2'-10' 7-2, (2) 7/32' (2) #3 BAR 2231 0 3069 0 3069 1972 6113 4460 8974 7034 T-W 2-10' WIRE 2231 0 3069 0 3069 1569 6113 3547 8974 5591 4'4r T-4' 1966 0 2561 0 2693 1363 6113 3079 8974 4853 4'-W 3'-10' 1599 0 1969 0 2189 1 1207 6113 2724 8672 4292 5'-4' 4'4P 1217 0 1349 0 1663 1016 5365 2290 7342 3607 5'-10' 5'-2' 1062 0 1105 0 1451 909 4360 2093 6036 3295 6'-W 5'-10' (2) 7/32' (2) #4 BAR 908 0 1238 0 1238 835 3480 1880 8360 2959 T-W 6-10' 743 0 1011 0 1011 727 2661 1634 5681 2571 WIRE 9'_' 8*48' (2) #3 BAR (2) #4 BAR 554 0 699 0 752 1 591 1843 1133 3486 1811 la-w 9-10' 475 0 535 0 643 1 530 1533 914 2781 1458 11'4' 10 4r (2) #3 BAR (2) #5 BAR 362 0 582 0 582 474 1366 798 2423 1272 12-0' 11'4' 337 0 540 0 540 470 1254 723 2193 1151 13'4' 12*4r 296 0 471 0 471 418 1075 606 1838 962 lV4P 13'4' 279 0 424 1 0 442 384 1002 559 1697 887 PRESTRESS® 1*4P 14'40' (2) 7W WIRE (2) 7/16' STRAND 458 239 1370 519 2245 823 15'-4' 14'4r 412 224 1250 485 2058 767 1T4' IV-83 300 187 950 404 1609 637 19-4' 1 &4r (2) 7/32' (2) 7/16• 235 162 750 347 1282 546 21'4' 20'48' 180 142 598 306 1114 480 WEE STRAND 3 (2) #4 BAR 22-W 21'-4' 165 137 550 295 1047 461 24'4)' 23'-4' 129 124 450 267 884 416 LINTEL DESIGNATION LNTTEL TYPE LINTEL LENGTH CLEAR SPA(i. N FANNORCIIIIIIII L4RS tlgli ItRF6 8RF6.1114T MH448-1T IIRF22-1&1T SAFE LOADS (PLF) •A• or GRAVITY UPLIFT GRAVITY UPLIFT GRAVITY UPLIFT GRAVITY UPLIFT GRAVTTY UPLIFT PRECAST 4'-C 3'-0' (2) 7/32' (2) #3 BAR 1635 0 1749 0 1891 905 5206 2635 8060 4409 DOOR RECESS IMRE 4'-W Y-2' 1494 0 1596 0 1756 867 5206 2525 8060 4224 5'4r 4'4' 866 0 920 0 1167 675 4567 1960 8060 3277 5=10' V-6' 810 0 859 0 1113 1 655 4242 1900 8060 3176 5'-4' (2) 7/32' (2) #4 BAR 797 0 901 0 901 1 570 3120 1651 7915 2758 'r-W V-2' WIRE 1 669 1 0 755 0 755 506 2459 1462 5743 2442 948' V-4' 1 411 1 0 40 0 526 1 395 159 931 3129 1640 8" PRECAST LINTELS 1 - #5 REBAR CONT. 3000 PSI CONC. 00 PSI CONC. 1j7t" 4 PRECAST OR PRECAST U-LINTEL Lk PRECAST NrU_LwTEL 1 PRESTRESSED U-LINTEL 1 - #5 REBAR CONT. ® AND 8RU6 8F8 AND 8RF6 8F81B-1T AND 8RF5-1B-1T 16" & 24" COMPOSITE MASONRY LINTELS 1 - #5 REBAR CONT. IV BOND BEAM REINF. 1- #5 REBAR CONT. BOND IV BEAM RENNF. MASONRY BOND BEAM ° MASONRY BOND BEAM - e CELLS AND U-LMtTEL FLED w/ 3000 PSI CONCRETE PRECAST OR 235/' ` CELLS AND U-LINTEL FILLED15 w/ 3000 PSI CONCRETE IV PRESTRESSED U-LINTEL 1�� .: PRECAST OR PRESTRESSED U-LINTEL 1- #5 REBAR EXTENDS 40 PAST EA. END OF OPENING 1 - #5 REBAR EXTENDS C PAST EA. END OF OPENING 8F16-1B-1T AND f 8RF14-1B-1T 8F24-94T AND I 8RF22-1B-1T -,-!at lat a a...... t 3 2 2 3 2 1 1 2 3 2 h 857° GABLE a 70 < 0 s 27" HIP ar ajar jai a 3 2 3 3 2 3 ®0©EIOE 7° < 6 5 27° HIP 70 < 8 5 45° GABLE 2 3 a 3 2 13131 2 3 057° 7'<A545° GABLE GABLE COMPONENT AND CLADDING LOADING DIAGRAMS THE WIDTH OF THE EDGE STRIPS (a), AS SHOWN IN THIS FIGURE, SHALL BE 4'-0" IN ALL CASES LINTEL SCHEDULE ONE-STORY BUILDING OR TOP FLOOR OF 2-STORY LINTEL NUMBER MAX CLEAR SPAN OVERALL LINTEL LENGTH LINTEL HEIGHT MIN. BEARING LINTEL TYPE CAST-CRETE No. FILL TYPE #5 BARS REQ'D CAPACITY (PLF). BOTTOM TOP GRAVITY UPLIFT 2'-2" 2'-10' $' 4" PRECAST 8F8-1 B-1 T FILLED 1 1 960 710 2'-10" T-6" Y-4" 4•-W 3'-10' 4'-8" 50-4" 5'-2' 5'-10" 5-10' 6'-6" V-10" T-6" 8'4r 9'-4" 16` 4" PRECAST COMPOSITE 8F16-1 B-1 T FILLED 1 1 W-10" 10`-6' 1 1 V-4" 110'-8" -4' ' 12'-0' 17-W 13'-4" 13'-4' l V4r 14'-W 14'-W 16" 4" PRE -STRESSED COMPOSITE 8F16-1B-lT FILLED 1 1 14'-W 16-4" 16%8" 1 T-4' 181-8 17-4" 24" 4" PRE -STRESSED COMPOSITE 8F24-1B-1T FILLED 1 1 20'-W 21'-4" 21'-4' 22'-0" 23'-4' 24' 0- BOTTOM FLOOR OF 2-STORY NUMBER MAX CLEAR SPAN OVERA OVERALL LINTEL LENGTH LINTEL HEIGHT MIN. BEARING LINTEL TYPE CAST-CRETE No. FILL TYPE #5 BARS REQ'D CAPACITY (PLF) BOTTOM TOP GRAVITY UPLIFT 2'-2" 2'-10" 8" 4" PRECAST 8F8-1 B-1 T FILLED 1 1 1160 N/A 2'-10" 3'-6" 3'-4' T-10" 4'-6" 4'-W 5'4" T-2" V-10' 6'-6" 6-100T-6" 16" 4" PRECAST COMPOSITE 8F16-1 B-1 T FILLED 1 1 w 8.� cf .�w W-10' 10'-6w I V-4" 12'-0w I Z-8' 13'-4" 24" 4" PRECAST COMPOSITE 8F24-1B-IT FILLED 1 1 13'-4" 14'-0' -0 14'' 14'-W 24" 4" COMPOSITE 8F24-16-1T FILLED 1 1 14'-8 16-4.PRE-STRESSED 16'-W 1 T-4' 18'-8' 1 W-4' 20'-8' 21'-4" 32" 4• PRE -STRESSED COMPOSITE 8F32-1 B-1 T FILLED 1 1 21'-4' 2Z-O" 23'-4- 24'-W NOTE: LINTEL HEIGHT FOR COMPOSITE LINTELS MAY INCLUDE THE BOND BEAM STRUCTURAL DESIGN CRITERIA PER 7th EDITION (2020) FLORIDA BUILDING CODE -RESIDENTIAL U�JKaN VVINU VtLUUl I Y (3-5EG GUST) 145 MPH, IMPORTANCE FACTOR 1.0 BUILDING CATEGORY 2 WIND EXPOSURE g. STRUCTURE TYPE ENCLOSED INTERNAL PRESSURE COEFFICIENT ± 0.18 COMPONENTS AND CLADDING DESIGN PRESSURES: SEE TABLE ON THIS PAGE ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 15 PSF .� � lu io z la E tu , rQ-C� zp la �- �'pu.IQ LU tau 40 PSF LUMBER MINIMUM Fb (BASELINE DESIGN VALUE) 875 PSI USE MINIMUM#2 SPRUCE -PINE -FIR FOR ALL. LOAD -BEARING CONSTRUCTION OR ALL COMPONENTS EXPOSED TO WIND. SOIL BEARING PRESSURE (ASSUMED) 2000 PSF TO BE FIELD VERIFIED PRIOR TO PLACING OF FOOTING REIN- FORCEMENT OR CONCRETE POUR; NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO MEET MINIMUM REQUIREMENTS. STRUCTURAL DESIGN SHALL BF IN COMPLIANCE WITH THE 7th EDITION (2020) FLORIDA BUILDING CODE -RESIDENTIAL ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BUILDING CODE -RESIDENTIAL AND ALL OTHER CODES, ORDINANCES AND REGULATIONS SPECIFIED BY THE AGENCY HAVING JURISDICTION. COMPONENT AND CLADDING WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT UP TO 30 FT LOCATED IN EXPOSURE B WITH AN ULTIMATE DESIGN WIND SPEED Vult OF 145 MPH (3-SEC GUST) ROOF ANGLE: 7° to 27° ZONE EFFECTIVE WIND AREA (S.F.) DESIGN WIND LOADS (PSF) O ROOF 10 +13.1 -20.5 20 +12.0 -19.5 50 +10.6 -19.0 100 +10.0 -18.5 2O ROOF 10 +13.1 -35.5 20 +12.0 -33.0 50 +10.6 -29.0 100 + 10.0 -26.0 O ROOF 10 +13.1 -53.0 20 +1�.0 -49.5 50 +10,6 -45.0 100 +10.0 -41.5 4 WALL 10 +22.8 -24. a 20 +21.7 -23.5 50 +20.4 -21.5 100 - +19.3 -20.5 500 +17.0 -1.8,5 O20 5 WALL 10 +22:8 -30.0 +21.7 -28.0 50. +20.4 -25.0 100 +19.3 -23.5 A5 lu Cn 3: > Cfl CA LU UJ U GARAGE DOOR WIND PRESSURE EFFECTIVE DESIGN ZONE WIND AREA WIND LOADS . (W x H) (PSF) GARAGE 9' X. 7' +19.9 -2.2.5 DOOR 16' x 7' +19.0 V,& =145 mph .,Exposure B Internal pressure coefficient = ± 0,18 Risk Category 11 NOTES: I - FOR EFFECTIVE'WIND AREAS BETWEEN THOSE GIVEN, THE WIND LOADS MAY BE INTERPOLATED; OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 - POSITIVE AND NEGATIVE NUMBERS SIGNIFY PRESSURE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS ESTABLISHED BY THE `FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVER WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A 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. A WEATHER RESISTANT JOBSITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH 'REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES_ THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF TREATMENT, SITE LOCATION, AREA . TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL. BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED, SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT. 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. 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, 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. CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERNAL CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATIONISPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. IRRIGATION/SPRINKLER SYSTEMS AND RISERS FOR SPRAY HEADS SHALL NOT BE INSTALLED WITHIN ONE FOOT OFTHE`BUILDING SIDEWALL. i �O t'11 SPI 0