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Home My WebLink About21-3384City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-003384-2021 Issue Date: 01/07/2022 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 reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable 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. IIIIIIIII! I !!! I III III IM III IKI III III il* 0 1MI-411111DhIq 11141161111MA i WIMIFTANMUIII 10M accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS . WITHOUT APPROVED INSPECT101 CALL FOR INSPECTION 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER (!(INTERIOR UPPORT COLUMN TO GABLE END COLUMN TO SIMPLE JAMB IDE BASE RAIL CONNECTION TRUSS TUP CHORD 2x 3TRUSS TOP CONNECTIPERSPECTIVE) CONNECTION CHORD 3 2" x 3" SUPPORT-\ SIMPSON STRONG TIE COLUMN S/H3 HURRICANE TIE FASTEN N/ (4) #12-14 x 1-1/4" SDS (3) #12-14 x 1-1/4"- SIMPSON! STRONGTIE SDS 2" x 3" SUPPORT COLUMN L30 ANGLE TIE FASTEN wl (4) # 12-14 x 1-1/4" SDS (FL 10446.10-R4) 1/8 2" x 3" FISS S 2" x 3" BASE RAIL -3/4" x 2-3/4" x 6" WELDED J INSERT HSS 14 GA STEEL TUBING 2" X 3" BASE RAIL CORNER BRACE CONNECTION SIMPLE HEADER CONNECTION 3" NEADEL BOXED EAVE BOXED EAVES CONNECTION CONNECTION 2" x 3" SUPPORT COLUMN (TYP) (TYP) 2" x 3" SUPPORT - a VaRles14,T0 ,/,z COLUMN SIMPSON STRONGTIE S/H3 HURRICANE TIE FASTENED w/ 4) #12-14 x 1 1/4" SDS (FL 0456,3 R3) 2" x 3" HEADER SIMPSON <TRONGTIE TP-15 TIE PATE FASTEN UP To 22' a° W/ (6) #12-14 x 1-1/4" SDS SIMPSON STRONGTIE N/ (6) # 12-114 xTE FA 1 /4N SDS GABLE COLUMN TO BASE ��2" x 3" BASE RAIL RAIL CONNECTION ® x 3" BASE RAIL , *1/2" X 6" TAPCONS W/ UNIVERSAL FASTENING SCHEDULE HOR07_ONTAL R301` G IS ALSO EM PERMITTED NJT 2" x3" x 14 GA BASE RAIL w/ PANELS ACROSS TRUSS TOP CHORD IS ALSO PERMITTED 1/2" x 5-1/2" WEDGE ANCHOR (1) WITHIN 12" OF EACH COLUMN NTS /# 12-14 X 7/8" SDS AND RUBBER 2" x 3" SUPPORT COLUMN IN FULLY CURED 3000 PSI CONC. WASHER 1/2 PURLIN SPACING 5' 0" O.C. MAX (TYP.) ALONG PANEL LAP OPTIONAL FASTEN SHEA'HING 9" O.C. FEILD SIDING (TYP) �- WASHERS (Tx -1/4" SDS AND RUBBER 1-3/4" x 2-3/4" x b" -� SHOP WELDED INSERT Zo �\�\\/ CONC: SLAB 3000 PSI /j\//j�j\// OVER b MIL VAPOR BARRIOR AND /\\//\ \\// TERMIT TREATED SOIL \/�/6xb REINFORCING WIRE MESH FOR FIBER REINFORCMENT (TYP) (2) #5 BAR MIN 3" EMBEDMENT „ " O.C.MAX(TYP) CONT. (TYP) 5' 0" OAX (TYP) NOTE: OR CLOSER NEW CONCRETE/DIRECT ANCHORING FIBER MESH CONCRETE CAN BE USED # 12-14 x 1-1/4" SDS AND RUl6_,, TYr�, .L!l AS AN ALTERNATIVE TO WWF REINFORCEMENT 3"/6"/3" O.0 ALONG LEADING EDGE *1/2" X 6" TAPCONS W/ 2-3/4" EMBEDDMENIT ALTERNATIVE LOCATION MAY IS ALSO PERMITTED BE THROUGH THE BASE RAIL 2" MIN. FROM EDGE OF CONC. - 2" x 3" SUPPORT COLUMN 5' 0" O.C• MAX (TYP.) 2" x3" x 14 GA BASE RAIL w/- OPTIONAL FASTEN! SHEATHING w/ 1/2" x 5-1/2" WEDGE ANCHOR SIDING (TYP) # 12 14 x 1 1 /4" SDS AND (1) WITHIN 12" OF EACH COLUMN! RUBBER WASHER 9" O.C. I FULLY CURED 3000 PSI CONC. 1-3/4" x 2-3/4" x 6" FIELD (TYP) SHOP WELDED INSER- 1-3/4" x 2-3/4" x 6" SHOP WELDED INISERT _ xy 2" x 2" 15 GA HSS STEEL TUBING CORNER BRACE O a UNIVERSAL FASTENING SCHEDULE VERTICAL ROOFING PANELS ACROSS PURLINS NTS SIDELAP FASTENERS FIELD PANEL FASTENERS #12-14X7/8"SIDS #12-14X1-1/4"SDS 1/2 TRUSS SPACING 9" ON -CENTER ALONG ON -CENTER ALONG FIELD TRUSS TOP CHORDS PANEL SIDELAP FASTEN SHEATHING 9" O.C. FEILD w/ #12-14 x 1-1/4" SIDS AND RUBBER WASHERS (TYP) 2-1/2" x 1-1/2" HAT CHANNEL ROOF PURLIN 48" O,C. (TYP) FASTEN SHEATHING w/ #12-14 x 7/8" SDS AND RUBBER WASHER 1/2 PURLIN SPACING ALONG PANEL LAP F-T 2" x 3" TRUSS TOP CHORD - �\ 5' 0" O,C, MAX BOXED EAVE CONNECTION (TYP) SIMPSON STR�NIG Rl TP-15 TIE PLAT . lN;r I t t-- SIMPSON STRONGTIE TP-47 1) AT EACH SYMETRIC TRUSS FACE FASTENED w/ (8) #12-14 x 1-1/4' SIDS CENTERED ABOUT JOINT PLANE BOXED EAVE _ ,z 12 ...- } v `.Vi'!'F_'r:.o , 12 -ato 4/12 t f RUSS' CO�(NJE -T N �- SIMPSON STRO TIE (�(P r� SIMPSON STRONGTIE TTIJUSS CONNECTION TP-15 TIE PLATE FAST -- -TP, l.��-TIi,PLATE �!�tfyllj W/ (6) # 12-14 x 1-1/4" SDS w% (b) # 12-14 x 1-1/4" SDS (TYP) FROM 22'-1" - THRU 26'-0" FROM 26-1" - THRU 30'-0" BOXED EAVE CONNECTION 12 (TYP) Z VARIES$,TO 4/12 �'!AR!ESi(xT0 ,/12 k. JTION SIMPSQ GHE SS ONNECTION TP-1 5 1 T FROM 36'-1" THRU 40'-0" TRUSS CONFIGURATIONS r NTS (2) #12-14 x 1-1/4u SELF DRILLI SCREWS (1 TRUSS WEBING 2" x 2" HSS STEEL TUBING TRUSS TOP CHORD 3" x 2" HSS STEEL TUBING x 1 1/2" 18 GA HAT CHANNEL PURLIN 48" O,C (N 2-14x 1-1/4" SELF LING SCREWS (TYP) TRUSS TOP CHORD 3" x 2" HSS STEEL 31NG I I SUPPORT COLUMN # 12-14 x 1-1 /4" SIDS AND RUBBER 1-3/4" x 2-3/4" x 6" WELDED 2" x 3" HSS STEEL TUBING VJASER 3"/b"/3" O.0 TYPICAL ROOF INSERT NHS STEEL TUBINGALONG LEADING EDGE TYPICAL TRUSS PURLIN ATTACHMENT TYPICAL BOXED CONNECTIONS EAVE CONNECTION ,�9�� 9 9 2" X 3" TUBE SECURED TO LEGS - tI_c' 5' 0" MAX - ABOVE DOOR W/ 2" X 2" ANGLE FASTENED TO LEGS W/(2) #12-14 X 3/4" FASTEN SHEATHING 9" O.C. FEILD SELF DRILLING SCREW PER FACE w/ # 12 14 x 1-1 SHEATHING SDS AND RUBBER 2" x"3" TRUSS TOP CHORD 3' 4" +/- =.I 2 X 3" TUBE FOR LEGS SPACED FOR - WASHERS (TYP) 5' 0 O.C. MAX 5' OC OR CLOSER (TYP) I 5' OC OR CLOSER (YP) PACED a' rnAx 2-1/2"x 1-1/2" HAT CHANNEL ROOF PURLIN 48" O,C. (TYP)7- DOOR FRAME ABOVE X 3" TUBE SECURED TO LEGS , ABOVE WINDOW W/ 2" X 2" ANGLE�� FIELD FASTENING PATTERN �r FASTENED TO LEGS WI(2) S #12-1REWS 4 X FACE m SELF DRILLING SCREWS PER FACE NTS I #12 X 2" SELF DRILLING SCREW--, 4 MIN, CONC. SLA -(3000 PStJ" , \/�%/\/\/' I - OVER 6 MIL VAPOR BA�22RIO;;AND \/\� \\ \\ 3° 3° 3" 3• 3° #12 X 2" SELF DRILLING SCREW 1 "' o FLAT HEAD (TYP) TERMIT TREATEQ,S I `: \///\/// -� ,o FILL ALL N/IANF. PRE DRILLED \ \\/ \ I�� a° b°+ a FLAT HEAD (TYP) I HOLES ., 6x6 REINFORCING WIRE MEST s' " \"�\\/- 2" X 3" TUBE SECURED TO HEADER AND 2" X 3" TUBE SECURED TO "K' \ 2" x 3" SUPPORT COLUMN! �� BOTTOM RAILING - - HEADER AND OR FIBER REINFORCME,NT.I_(IXP_).-•----•�_�--' � i 5' 0" O.C. MAX (TYP.) OR #12-14 x 1-1/4" SDS AND RUBBER i, _ W/ 2" X 2" ANGLE FASTENED TO LEGS W/(2) #12-14 X 3/4" BOTTOM RAILING (2) #5 BAR MIN 3" EMBEDMENT CLOSER WASER 3"/6"/3" O.0 2 x 3" TRUSS TOP CHORD - SELF DRILLING SCREWS PER FACE W/ 2" X 2" ANGLE FASTENED 5 0 O.C. MAX CONT, (TYP) ALONG LEADING EDGE TO LEGS W/(2) #12-14 X 1-114" NOTE: I BOTTOM RAIL TO REMAIN SELF DRILLING SCREWS PER FACE FIBER MESH CONCRETE CAN BE USED , 2-1/2" x 1-1 /2" HAT CHANNEL CONICFOUNDATION b„ 7 AS AN ALTERNATIVE TO WWF REINFORCEMENT NEW CONCRETE/OFFSET ANCHORING r ROOF PURLIN 48" O.C. (TYP) 6" - AFTER WINDOW INSTALLATION METAL SIDING UNIVERSAL 'FASTENING SCHEDULE SIDING PANELS ACROSS SUPPORT COLUMNS BOTTOM RAIL TO REMAIN OR AND "J" TIANNEL WILL BE ADDED TO MAKE LEADING EDGE FASTENING PATTERN MAY BE CUT OUT PER CUSTOMER WEATHER TIGHT NTS NTS REQUEST WINDOW INSTALLATION DETAIL OPTIONAL SIDING (TYP) NOTES: 1. ALL HAT CHANNEL SHALL BE A MINI. OF 18 GA. i 2" x 3" SUPPORT COLUMN 7 2" x 3" SUPPORT COLUf N 5' 0" O.C. MAX (TYP.) 5' 0" O.C. MAX (TYP.) 2, ALL STRUCTURAL TUBING SHALL BE A MIN. 1/2" x 4" THOUGH BOLT, NUT, AND OF 14 GA. WASHER ASSEMBLY (TYP) OPTIONAL SIDING (TYP) 3. ALL UNIVERSAL STEEL SHALL BE A MINI. OF I�YNATURAL. 29 GA STRUCTURAL STEEL PANELS AND H,AI/E GROUNJI'� �` EXISTING A YEILD STRENGTH OF 80 KSI OR ANOTHER FBC PAVEMENT APPROVED PANEL, �0 r- - CUT AND CORE EXISTING ASPHALT FLORIDA APPROVED 1/2" x 30" AUGER AND BASE TO UNDISTURBED EARTH ANCHOR FASTEN WITHIN 12" OF SUPPORT SECTION COLUMNS. MIN 24" EMBEDMENT HEX HEA[ SELF DRIL FOR ALL NO FOUNDATION/BARE GROUND 2" x3" x 14 GA BASE RAIL w/ 1/2" x 5-1/2" WEDGE ANCHOR (1) WITHIN 12" OF EACH COLUMN 2" x 2" x 20GA STEEL ANGLE FASTENED TO 2" x 3" BASE RAIL V// (2) #12-14 x 1-1/4" SDS OR WELDED TO INSIDE FACE t- Z z MIN. 4" THICK SLAB o LU EXISTING SLAB MAY BE USED ONLY WHEN SLAB IS IN SATISFACTORY CONDITION!; N O CRACKS W /FISSURES, \MINIMAL SLOPE/UNDULATIONS. z z SLAB MUST ACT AS A SINGLE SUPPORTING UNLIT. � L Q FOUNDATION CONTRACTOR TO M PROVIDE FOR MIMUMUM SLOPE " OF 6" IN FIRST 1 G AWAY FROM FOUNDATION (SECTION R401.3 FBC6-2017) FOUNDATION AND ANCHORING EXISTING CONCRETE/DIRECT ANCHORING NTS 16 REAR OF LOUVER COVERED W/ WIRE MESH BUG SCREEN! FASTEN W/ (1) #12-14 X 1-1/4" SIDS PER CORNER (TYP) CODE REQUIREMENT T IN' PER FT' OF ENCLOSED BUILDING TOTAL ENCLOSED BUILDING = 600 FT' EQUIVALENT FLOOD OPENING = 192 IN' EACH (25% REDUCTION DUE TO FINS) = 144 IN' EACH TOTAL PROVIDED (5)= 720 IN' FLOOD OPENING DETAIL (ONLY USED WHEN FINISH FLOOR IS BELOW BFE) NTS J FIELD LEADING EDGE LENTS DESCRIPTION r r DOOR INSTALLATION DETAIL_ _ ZONE 1 ZONE 2 ZONE 3 NTS MAXIMUM UPLIFT DESIGN! PRESSURE 34,3 37.7 52.8 FASTENER PATTERN! 9"-9" 9" 9" 6"-3'-6"-3"-6" SUPPORT SPACING 48" O.C. 48" O.C. ``DESIGN! PRESSURE BASED ON A SAFTEY FACTOR OF 2* 40' (MAX,) x UNLIMITED (MAX.) MODEL (ALL FRAMING SHALL BE 2"xX RECTANGULAR TUBING) (NOTE: WHEN OVER 26' IN WIDTH USE CO'_LAR TIE DETAIL OR TRUSS DESIGN STYLE) FASTEN W/ (2) # 12-14 X 1-1 /4" SIDS (21 ON BUILDING SIDE (2) O LEAN TO SIDE OPTION LEAN TO 20'-0" MAX SPAN! IS ONLY USED WHEN ERTICALL Y INSTALLED 1 GA VERT COLUMN T EVENLY OVER 1.75" X 2.75" X 6" �ALV TUBING EEVE ANCHOR TYPICAL SAX.) ONLY IF REQUIRED NON- CONIC FOOTINGS) w1' SITE SPECIFIC DESIGN PLAN NTS (NOTE: SEE SECTION A -A FOR ANCHORING DETAILS) GA. STEEL ROOF PURLIN! SCREWS #12-14 x 1-1/4" AT 9" O.C. (TYP.) COLUMN SCREWS 12-14 X 1-1/4" SELF DRILLING SCREWS a� V 18 GA. GALVANIZED 2" X 2" FASTENED TO 2" X 3" ROOF RAFTER V// SIMPSON STRONGTIE TP-15 AND #12-14 1-1/4" SDS (6) x " o - - 2"x2" 14 GAUAGE COLLAR TIE REQUIRED FOR SPANS GREATER THAN 26' PLACED 1 /3 DOWN FROM PEAK b w COMPONENTS 41D CLADDING exp=B, c J=0.00 (Open)) PRESSURE PSF VELOCITY ZONE ULTIMATE ROOF VIALLS A�JG�Toh17 5 A�J? P W11171 140 MPH 14.3 21.5 35.9 +14.5 17.6 +14.3 17.4 COMPONENTS AND CLADDING ex =B, c i=+/-0.18 Enclosed PRESSURE (PSF))) VELOCITY ZONE ULTIMATE ROOF WALLS SAVG NORF,%-T-475-A'-IG-isA�TI 140 MPH -17.6 -24.7 -38.11 -+-17.7 1 -20.8 1 + 17.5 1 -20.6 COMPONENTS AND CEDING ex =B, qcpi=+/-0.55 Partial) Enclosed PRESSURE PSF VELOCITY ZONE ULTIMATE ROOF WALLS 5wG-ITO[ r2FTA_ 5 AVG-F)wLLEC 140 MPH -24.2 -31.4 -45.7 +22.4 27.4 +24.1 27.2 WIND SPEED VS, LEG SPACING AND CLADDING TABLE DESIGN VELOCITY ULTIMATE 4' ON CENlTER 5' ON CENTER 140 MPH 29 GA. 29 GA. Z 140 MPH ~ rr U BUILDING TYPE 0 a� o 10 LOCATION ***all figures updated as of 12/28/18*** O_ < F � C) } GENERA NOTES co l . ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 28 DAYS. 14-1 2. MINIMUM SOIL BEARING SHALL BE ASSUMED AT 2,000 P.S.F. 3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE a WITH THE 2020 7TH EDITION FLA. BLDG, CODE AND ASCE 7 16, THESE PLANS INCLUDE DESIGN FOR ALL WIND 4. ALL SIDING AND ROOFING TO MINIMUM OF 29 GAUGE ATTACHED TO THE COLUMNS AS SHOWN AND CONSIDERED TO BE A MIN. OF 3 SPAN. 5. FOR ZONE LOCATIONS SEE FBC FIGURE 1609(c). THE COMPONENTS AND CLADDING LOADING CHARTS THIS SHEET.EPI 6. DESIGN! LOADINGS: WELDING TABLE 1/8 FaLEr r/8 1111/ ua SQL'hRE ua Burr 7, 8. DEAD LOAD = 4 PSF ROOF LIVE LOAD = 20 PSF DOOR AND WINDOW DATA: PER TABLE ALL WINDOWS AND MAN DOORS MAY USE # 12-14X1-1 /4" LONG F SELF DRILLING SCREWS IN LIEU OF THE V'JOOD SCREWS WHEN z Lij ENGINEERED PERMITS INC. CONNECTING THE UNITS TO METAL FRAME. FOLLOW THE 311 SOUTH WOODLAND B!VD. MANUFACTURERS SPECIFICATIONS FOR LOCATING CONNECTORS. SUITE 9. TYPE OF CONSTRUCTION TYPE II-B BUILDING CATEGORY (II) DEILMID, FL32720 10. CORNER BRACES REQUIRED ONLY REQUIRED VNTH WIND SPEEDS PHONE: 386-734-0830 GREATER THAN OR EQUAL TO 140 MPH OR AS CALLED OUT ON PLANS. FAX: 386 734 8226 CERT NO.26298 EMAIL: epiftieng.net ALL WORK SHALL COMPLY WITH PFI I:VAIt Irdc-: CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND Thin CITY Or ,?FPHYRHILLS ORDINANCEvc -REVIEVV UAI'E CITY OF ZEPH` RFIILf PLAN EXAMINER HW- z 2"X3" RECTANGULAR TUBING CIO J OVER INSERT FAC RY WELDED ROOF (29 GA.) C� z TO HEADER Cj CDm I i I to 2" x 3" x 14GA STEEL - -- TUBING I I II COLUMN LEG FROM BASE RAIL. TO HEADER FASTEN! i ° u_O FACTORY 3X3 TRUSS O HEADER FASTEN! HEADER TO COLUMN LEGS INTO FACTORY WELDED INSERT rz W/ 2 #12 ( ) 14 X 1 1/4" SELF DRILLING ON BOTTOM OF HEADER 1 MID SCREWS PER SIDE (TYP) xo oz Z w ¢U �0 8'-16' (VARIES) OPTIONAL GARAGE DOOR 5'-0" (M.) -f-- 5'-0" (MAX.) - - 5'-0" (MAX.) -V- 5'-d' (MAX.) - - 5'-0" (MAX.)-- 5'-0" (MAX.) -�-- 5' 0" (MAX.) AX-= UNLIMITED MAX SIDE ELEVATION W/OPTIONAL GARAGE DOOR NTS NOTE: SEE SECTION A -A FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE TxT RECTANGULAR TUBING) ROOF (29 GA.) NOTE: SIDING SECURED BY #12-14-1/4" SELF DRILLING SCREWS AT 9" O.C. AT EACH FRAME. � =D C/D m J O� w U W F- U W W �T r CJD 5'-0 (MAX.)--5'-U"(Mm.) -i 5'-0"(!41AX.)- UNLIMITED (MAX.) ***SIDING MAY BE FASTENED WITH SEAMS (� f IN EITHER VERTICAL OR HORIZONTAL DIRECTION*** SIDE ELEVATION NTS (SUPPORT WITH SIDING) � NOTE: SEE SECTION! A -A FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) IF THIS ITEM WAS BEEN DIGITALLY SIGNED AND SEALED BY MICHAEL J WOJTUNIA P E e , , , 7 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED "- SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, UNLESS THE RAISED SEAT_ HAS BEEN UTILIZED, a DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2020 7TH EDITION no FT (MAX.) j OPTIONAL DOOR FLORIDA BUILDING CODE AND ASCE 7-16,INCLUDING CHAPTER 16 ON 38'x80" OR 48"x80" FRONT, BACK STRUCTURAL DESIGN. AN ULTIMATE WIND SPEED OF 140 MPH, 40FT(MAX.) oR'EITHER (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "B" THIS STRUCTURE COLLAR TIE DETAIL AND POST BRACING DETAIL FRONT ELEVATION SIDS NTS NOTE: SEE SECTION A -A FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) �1�11 ° ; 1 ., a :: „_ el W n W HAS BEEN DESIGNED AS RISK CATEGORY II. THE COMPONENTS AND CLADDING NTS WERE DESIGNED BASED ON A WIND PRESSURE. THIS STRUCTURE HAS BEEN NOTE: SEE SECTION A -A FOR ANCHORING DETAILS r r (SUPPORT WITH A- DESIGNED AS EITHER AN OPEN/ENCLOSED OR PARTIALLY ENCLOSED STRUCTURE (NOTE: ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) AS PER NOTED, 61712021 3:41:19 PM M:\Central Florida Steel\Dgn\MetalPrototype0l(Revised 12-30-20).dgJ SHEET N0. A- 1 DATE: 6171202