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Home My WebLink About22-5166City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 SL-1. 05166-2022 Issue Date: 12/15/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent ions reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictapplicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 1 11 11 1 111111!11 l�"I 1111 11111!!1111 1 !1 Pill, 11!1111 1111111 1111111 '',,1 11 l 111!1111 11 1p Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO RACTOR SIGNATURE PE T OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE FOUNDATIONS 4 5LA13-0N-G-sRADE: 1TH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL 1TH EDITION. BUILDING 51TE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA, T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S,F, FOUNDATION LOADING, THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE SLAB SHALL BE PLACED OVER A 'o MIL VAPOR BARRIER ON CLEAN, ADEQUATELY FOLLOWING 5UPERIMP05ED LOADS: COMPACTED AND TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY SLAB: COMPRE551VE STRENGTH OF 2,500 LIVE LOAD - 50 F.S.F. DEAD LOAD - 10 P.S.F, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" ROOF: S 6 FOR 'REBAR, 30" FOR "REBAR 4 35" FOR "1 REBAR. LIVE LOAD - 20 P.S,F, DEAD LOAD - 10 P.S,F, PLANS ARE ENGINEERED FOR A MAXIMUM 5TEMWALL HEIGHT OF 4 COURSES (AFTER WIND: FINAL SITE GRADING), THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE BUILDING IS DESIGNED TO CONFORM TO ASCE 1-16, CHAPTERS 26 THRU 31; PER 2020 FLORIDA EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301,2,1,1, AND 2020 FLORIDA BUILDING CODE AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. 1TH EDITION SECTION 1609 A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE COMPONENT 4 CLADDING WIND LOADS SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND WIND DESIGN AS5UMPTION5: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 OPEN BUILDING INTERNAL PRESSURE COEFFICIENT - +/- 0.15 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. MASONRY WALLS: CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH A5TM C-90 AND SHALL HAVE A MINIMUM F'M OF 1,500 MORTAR SHALL CONFORM TO A5TM C-210 AND SHALL BE EITHER TYPE M OR 5, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH A5TM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR *5 REBAR, 30" FOR "6 REBAR 4 35" FOR "1 REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8", PLACED AT AN 8 TO II INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH 501L BE,4RING 4 COMPACTION: OF 2,500 P.S.I, (WHEN TESTED PER A5TM C-1019), THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM), THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE 501E PROVIDE CLEAN -OUT OPENINGS (12 5Q, IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.5.F, THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. FOUNDATION LOADING, T.L. HANSON. A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED NOR PERFORMING ANY SOIL TESTING. MATERIALS OR PROVIDE METAL SEAT PLATE BETWEEN LUMBER T,L, HANSON SHALL NOT BE RE5PONI5IBLE FOR THE SITE SOILS ABILITY TO SUPPORT AND MASONRY THE BUILDING LOADS, � r ' 9 PEAK HFIGHT ALL OTHER BUILDING ROOF OVERHANG COMPONENT TONE LOADS LOADS 1 N/A +32,3/-35.3 2 -65,1 3 -110,6 +32.3/-89,0 4 N/A +35,3/-35,2 5 N/A +35,3/-41,2 PRODUCT CATEGORY APPROVED PRODUCT L15T SUB CATEGORY MANUFACTURER STATE OF FL, APPROVAL " STRUCTURAL COMPONET H2,5 6IMF>6ON FL 10456 STRUCTURAL COMPONET HETA20 51MfP50N FL 11413 ROOFING 29 GA MASTER RIB UNION CORRIGATED IND FL 1211,6 OVER 15/32" PLYWOOD ROOFING UNDERLAYMENT GAF FL 10626,1 2X8 02 PINE RIDGE BEAM, TOE NAIL RAFTERS TO FACE OF BEAM WITH (3) 16D NAILS 12' 0" BOTTOM OF COLLAR TIE 45 CUT BEAM AT TOP OF COLUMN AND 5TRAP EACH BEAM TO TOP OF COLUMNS — WITH (2) 511" 1PSON PETA20 STRAP POURED IN TOP OF COLUMN AT BACK SIDE OF BEAM 5' 0" TOP OF BEAM 8' O" / a, TOP OF COLUMNS 2' 0'I O' 0" FIN15H FLOOR — — GRADE ''w \ 6X6 02 PINE ANGLE BRACE SECURE TO FACE OF BLOCK COLUMN WITH (3) 1/4"X4" TAP CONS AND TO BOTTOM OF BEAM WITH (3) 1/4"X4" LAG BOLTS i- DRILL 4" INTO THE EDGE OF EXISTING MONO FOOTING OF SLAB AND EPDXY (3) "5 REBAR THAT WILL EXTEND INTO FOOTING PAD 20" EXISTING SLAB WITH MONO FOOTING EDGE CUT SECTION DETAIL NOT TO SCALE 2Xroo "2 PINE T4G NAILED TO EACH RAFTER WITH (3) 12D NAILS 29 GA METAL ROOFING 2X(o "2 PINE RAFTERS MAXIMUM 24" CC 2X6 +'2 PINE COLLAR TIE AT ONE SIDE OF EACH RAFTER WITH (2) 1/2" BOLTS WITH FLAT WASHERS EACH SIDE &X12 "2 PINE BEAMS SECURE RAFTERS TO BEAM WITH (1) SIMPSON H2.5 CLIP AT EACH SIDE, FILL NAIL HOLES WITH IODXI 1/2" NAILS z 2X6 "2 PINE FASCIA 2' O" IT O" FOUNDATION FLAN 1/411 _ 11 0" IT O" 2X8 02 PINE RIDGE BEAM, TOE NAIL RAFTERS TO FACE OF BEAM WITH (3) 16D NAILS 2X6 "2 PINE C ONE SIDE OF WITH (2) 1/2" BOLTS WITH FLAT H2.5 CLIP AT EACH SIDE, FILL NAIL HOLES WASHERS EACH SIDE WITH IODXI 1/2" NAILS ROOF FRAMING FLAN 1/41I w 11 Oil 12"XI2" BLOCK COLUMNS SET TO THE OUTSIDE OF EXISTING SLAB WITH (2) VERTICAL "5 REBAR FROM FOOTING PAD BELOW AND COLUMN POURED SOLID WITH CONCRETE I0 IL I I I / \ I � I I / � I i I , i I I I I L i I I I I I � I � I II _ Nit I' 8" ALL WORK SHALL COMPLY W! 1+4 PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILL S% 7= ORDINANCES 32"X32"X16" DEEP CONCRETE 2' S" PAD AT EACH COLUMN WITH (3) #5 REBAR EACH WAY DEC 0 82022 REVIEW C�ATIw CITY OF ZE�'F�'(I�tH I PLAN EXAMINER _ ELECTRICAL. FLAN 1/411 0 11 011 GENERAL ELECTr;IC:AL NOTES FOR ADDITIONS: ELECTRICAL TO ADDITION TO BE FED FROM THE EXISTING ELECTRICAL SERVICE AND WILL HAVE TO BE INSPECTED BY ELECTRICAL CONTRACTOR TO CONFIRM EXISTING SERVICE CAN HANDLE ADDITIONAL LOAD ELECTRICAL LEGENID C}, SWITCH CEILING FAN W/ LIGHT WP 110 v 0WATERPROOF OUTLET O cil 0 to O in IT O" SET NEW 12"XI2" BLOCK COLUMN TO THE OUTSIDE OF EXISTING SLAB 6"XI2" "2 PINE BEAM •6"XI2" "2 PINE BEAM EXISTING 4" THICK CONCRETE SLAB WITH MONO FOOTING EDGES 6"XI2" $2 PINE BEAM .. ... .. ... 6"XI2" '02. PINE BEAM . . FLOOR FLAN 1/411 _ � I o II UNDER ROOF AREA 255 8Q, FT, �)RATIVE CEMENTITIOU5 FINISH OPTIONAL STACK STONE WITH CAP FRONT 4 REAR �.LEVATION 1/411 _ 11 011 LEFT 4 RIGHT ELEVATION 1/41I w 11 OII �HAN50N .F, LICE�IA , 38654 La P ,�,�BO ' f`1� ;�E 33526 1 HERBY�EIFj$fil�xr AND SPECIFICATIONS WERE PRE , R'� # �Ta114AD114 °t i MY DIRECT SUPERVISION ARE IN CO t �CA �+,RR 16, SECTION 1609 OF THE FLORIDA BUILDi cEsd`+ TH EDITION AND ASCE 1-16 FOR 139 MPH WIND ZONE 'RISK CATEGORY 11 AND THE ENTIRE 2020 BUILDING CODE RESIDENTIAL 1 TH EDITION cM N Q H i] 0 I N z� z N U� C7 W H U Z V) Q 0 a N >- Co m CV Co L0 00 LO (y) W =U LL LL �O N 00 C7 O m 0 xm o `^ "' c 111 W� v o FLz z o .� w (Q)� U zz nq 0 r ~ I z�j o� d <n c� th cQ u� FIA I I CV N � o o Q � F Q o �n v) W > O. U)0<0 z LL 0 U) ZJ co ` V rr ,� �..d W = 0) CL M U.J N