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HomeMy WebLinkAbout15-16025 CITY OF ZEPHYRHILLS 5335-8TH S"fREET (813)780-0020 1 6 5 , BUILDING PERMIT PERMlT INFORMATION LOCATION INFORMATION Permit Number: 16025 Address: 4626 KRUSEN FIELD RD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. C1ass of Work: NEW CONSTIGC�MM Township: Range: Baok: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPNYRHlLLS Est. Vatue: Parcel Number: 13-26-2�-0080-OOOQO-0010 Improv. Cost: 20,000.00 t�WNER INFORMATlON Date (ssued: 2/19/2015 Name: CITY OF ZEPHYRHILLS Total Fees: �� Address: 4626 KRUSEN FIELD RD Amount Paid: � �-�� EPNYRH[LLS, FL. 33542 Date Paid: 2/19/2015 P e: � Work Desc; CONSTRUCT PAVILION WIMETAL R�{� - FEE WA[VED CONTRACTQR S IC FEES D ESLI E CO RUC 10 ! LDI FEE 0.00 D�LESLINE GONSTRUCTION,lNC 1 � -2� --� 5.�. � � . �J r��.:... Ins ectians Re uired FO TEft 2 ROU PL B Mf INS Tf N GEli.iNG FCIOTER BOND DUCTS INSULATED SEWER M(SC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST F2QUGH PLUNIB PRE-METER lNSULATION WAI.� NIISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION PQLE FRAME MISC. MISC. REINSPECTION FEE§: Reinspectian fees will comply with Florida Statute 553.80 (2)(c)when e�ctra inspection trips are necessary due ta any ane af the fallowing reasons: a)wrong address b}condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready far inspectian when called e) permit nat posted on job site f} plans not afi job site g)wark nat accessible. NOTICE: In addition to the requirements af this permit, there may be additional restrictions applicable to this property that may be found in the public records of this caunty, and fihere may be additionai permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to awner: Yaur failure ta record a notice of commencement may result in your paying twice for impravements ta your property. If you intend to obtain financing,consult wi#h yaur lender or an attorney before recording yoar notice af commencement." f:omplete Plans,Specificatians Must Accompany Application. All wark shall be perfarmed in accordance with Gi Cod and Ordinances. NO OCCUPANCY BEFO C.O. �f CONI`RACTOR SIG ATURE PERMIT OFFI R PERMIT E�PIRES IN 6 Mt�NTHS WITHOUT APPRt3VED INSPECTION' CALi. FOR INSPECTION - 8 NOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER r--—1'J.�'.S-SITE http://www.deleslinecon.com TELEPHONE (941)723-6112 Mail:deleslineconna,email.msn.com FAX (941)723-1570 � � DeLesline Construction, Inc. 320 7th Street West Palmetto, Florida 34221-5207 February 5, 2015 City of Zephyrhills-Building Dept. 5335 8th Street, Zephyrhills, FL 33542 Phone: 813-780-0020 Fa�c : 813-780-0021 Re: License To whom it may concern: ' � The following persons are authorized to sign for pernuts for the above referenced license holder. Any changes will require a new form or letter. This authorization is to remain in effect unless cancelled in writing by the undersigned. John DeLesline Signature of Applicant � Date 2 — S — / � State if Florida, County of Manatee, The foregoing instrument was subscribed before me this Sth day of February 5, 2015 by John DeLesline who is personally known to me. Signature of Notary ' Seal: .ifeLE'�L1NE �lotary Public,State of Florida IViy comm,expires J�ly 6,2015 Comm.No.EE 88448 Bondad ffiru{W Inourance Canpeny-Surety Dlulelan LICENSES: CG-0060667 CU-0057222 CG-C 061901 QBC-0000354 CGC058072 i - m� � > � +�.:.�- '�,, City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � 'Y e,�llll� �111�►.5 � �- Date Received: �� 1�N Site: ���7 �,V-(,Co�,Qih��1� � Permit Type: �� t� (� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. , , :�,�i.�- � Kalvin witze - 1 s Examiner Date Contractor and/or Homeowner � - - (Required when comments are present) � 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received � � __ Phone Contact for Permitting Owner's Name CITY OF ZEPHYRHILLS Owner Phone Number 813-780-0022 EXT 3561 Owner's Address 5335 8TH STREET Owner Phone Number 813-780-0022 EXT 3561 Fee Simple Titleholde�Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS KRUSEN SKATE PARK LOT# � SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR Xe ADD/ALT 0 SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION � BLOCK Q FRAME 0 STEEL 0 DESCRIPTION OF WORK PAVILION,CONCRETE FLOOR,STEEL COLUMNS,WOOD DECKING,WOOD BEAMS,METAL ROOF BUILDING SIZE 24 BY 44 SQ FOOTAGE 1056 HEIGHT 8'-0" xOBUILDING 20,000 INSTALLATION VALUATION OF TOTAL CONSTRUCTION I DELECTRICAL NA AMP SERVICE 0 PROGRESS ENERGY � W.R.E.C. I , 0 PLUMBING NA �� � (c�0 OMECHANICAL NA VALUATION OF MECHANICAL INSTALLATION �GAS X� ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO BUILDER COMPANY DELESLINE CONSTRUCTION, INC. SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address 3� �h ST• Im ��- 3y22� License# ��r L� G� b �� ELECTRICIAN COMPANY , SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N �I Address License# MECHANICAL COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY �I��I�Vl.�. C.l�r(.t C=7l,dY�_ _ � SIGNATURE REGISTERED Y/"N FEE CURRE� Y/N Address License# w��S�d� Z RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans; (1)set of Energy Forms;R-O-W Permit for new construction, I Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page; (1)set of Energy Forms. R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely Owner&Contractor sign back of application, notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) ** Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW � . NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable degd restrictions. ,�.- UNLI�ENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or 'l contractors to undertake work, they may be,required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation % under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign _ portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco I County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and _ 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone , other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work I will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall ' construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or ----set aside-any-provisions-of-the-technical-codes, nor-shall-issuance-of-a-permit-prevent-the-Building_Official fcom thereafter__�___ requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job is considered abandoned WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C ENCEMENT. � FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribe an swor to(or affirm before e this by -Cr � L e �' n� Who is/are personally known to me or has/have produced Who is re persona y known to me or has/have produced as identification. as identification. Notary Public � Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,prin ed S�af Flo�da ��ry public, 6 2p15 i�y coman.expires July , � � Comm.�10•�� � " eundea n,ru Bu�nwrenc.ca�M•�'0�0" THE PROPERTY O/RCP BHELTERB AHD I8 NOT TO BE-D. SEE TYPICAL WOOD DECK THEIR—REs6EownrrrENPEmlrewo ATTACHMENT NOTE DECK SCREWS,1 EACH ROOF RIDGE CAP SIDE OF MAJOR RIBS. 57 PIECES37-0j' DECK CUT AT HIP LINE IS USED 22 PIECES @Si'=17.4' OUTSIDE CLOSURE WITH TAPE MAXRIB PREFINISHED PCA (" 9" RIDGE CAP OPPOSITE HAND IN ADJACENT BAY. SEALANT TOP&BOTTOM. �+ REVERSE DIRECTION OF LAY-UP. ROOF PANELS OVER ROOFING FELT. 911HiP ROOF DECK 24 GA. ?a GA1't-UIIHWIIII IT /" ItIIt ! IIIHHII 75 LN.FT,REQUIRED 24 LN.FT.REQUIREDtullIllIlIl INSTALLATION: INSTALLATION: p I Q FASTEN HIP CAP TO EACH ROOFING PANEL AT FASTEN RIDGE CAP TO EACH ROOFING PANEL AT HIGH RIB.(1)LAP SCREW PER RIB,PER SIDE. HIGH RIB.(1)LAP SCREW PER RIB,PER SIDE. ® DECK DETAIL @ RIDGE THE ACTUAL ROOF PITCH MAY VARY I 1--- _j FROM THESE GENERAL DETAILS. 11'-10(' 20-0 1110 ti-10 11'-10 ' METAL DECK END CAP 43 29 (SEE EC-1) ROOF HIP CAP ^' w DECK SCREWS,REACH CAULK? RS TRUE WOOD ROOF DECK PLAN 2-REQ'D TRUE WOOD ROOF DECK PLAN 2-REQ'D (9 LU SIDE SCREW,RIBS. CAULK J OTHIN SEE TYPICAL WOOD DECK SCALE:1/9'=1'-0 SCALE:I IS-1'-0' 1I N ATTACHMENT NOTE MAX-RIB PREFINISHED Li ROOF PANELS OVER J^ ROOFING FELT. '' V/ ROOF DECK 44'-I j' 2A'-1j' 12'-0W 2a-0. 17-D 17-0 ' 12'•0 ' DECK DETAIL O HIP BEAM Lu SECTION LOOKING UP HIP BEAM p J '+T Q SEE TYPICAL WOOD �A �A NOTE ATTACHMENT\O�G m U U p,OOF OE m m /K\ O �t5 - ll�t6 I �l5 w Q Q Z "� y'-"�S'-0" 3'-0" 3'.0' 3'-0'13'•0' S'•0' 3'-0"13'-0' 3'-0'1 V-0' 3'•0° 3:0"13'-0'g'_"i6 1-W8�--�f 3 J3 S-0 S�'0•*3-0• 3 o.J 3�I. J18 K N E 4 F } 4 1 k F # O \ \ LJTRUE METAL ROOF DECK PLAN 2-REQ'D TRUE METAL ROOF DECK PLAN 2-REQ'D Z Y X SCALE 1/B'=1'-0' SCALE:1/B'=1'(r N 0 LL•� V J 000 Y a Ul O / r z DECK ATTACHMENT C�BEAM 0. U) U) LAP SCREWS @20"O.C MAXIMUM. {� \ W Z MASTIC TAPE BETWEEN PANELS. F ► I O F I CO -J J W = LfDE-CKSCREWS'2'ON WazE OF MAJOR RIBS m OZ MAX-RIB PREFINISHED ROOF E U PANELS OVER ROOFING FELT _ �I ) LL TYPICAL WOOD DECK ATTACHMENT NOTE MAX-RIB PREFINISHED A Z W o U \ ATTACH EACH PIECE OF DECK TO EACH SUPPORT WITH(2) -20x 3'SELF-DRILLING ROOF PANELS LIB - = N y SCREWS.DRILL PILOT HOLESAS REO'D. DECK SCREW ROOFING FELT F- J N m ROOF DECK ALTERNATE FASTENERS ALLOWED: . > 1.HILTI X-U 52(2'LONG)FASTENERS. - 2- Q aZ 2.RAMSET 1614(7 LONG)FASTENERS. INSIDE CLOSURE WITH TAPE FASTENERS MUST BE INSTALLED WITH A MANUFACTURER APPROVED FASTENING TOOL. COVERAGE ` FASTENERS MUST PENETRATE TOP WALL OF TUBES. SEALANT TOPE BOTTOM. �(•V,• ERECTOR TO FASTEN PEAK CAP SEAM V) FO W/2 LAP SCREWS:APPLY MASTICTAPEOR >4 fA CAULK FOR FULL LENGTH OF SEAM TO SECTION THRU ROOFING PANEL EAVE i ) ACHIEVE WATER TIGHT SEAL, w 8 a SELF-DRILLING SCREW SPECIFICATIONS: F (METAL DECK ATTACHMENT ALONG HIP LINE IS SAME AS AT THIS SECTION LAP SCREW=1/414x7/B IMPAX LAP,E/18'HEXHEAD EAVE TRIM NAILER Cl) DECK SCREWS,7 ON EACH SIDE OF RIBSO\\ DECK SCREW-9-16x1NAODGRIPHWHSHARP POINT DECK SCREWS / g = W SPLICES.7 ON ONE SIDE OF INTERMEDIATE \ cG RIBRLINES OF SCREWS TO BE 24O.C. I .C. /\ N D-' MAX-RIB PREFINISHED ROOF / fl m ■ • FIELD TRIM ENDS FASCIA PANELS OVER ROOFING FELT —__J_ AS REQ'D. ---M1--wRRk EAVE DETAIL PLAN I �� 12 Er ROOF DECK 4 ELEV. 38'COVERAGE ELEV SIDE ROOF PEAK CAP RP4 2 REO'D. SECTION THRU ROOFING PANEL f�INTERIOR METAL DECK END CAP EC-1 P U N0. DorA P 24 GAUGE 16-REOD ERECTOR NOTE: . ngine P.E. 14-221-A . Enttorerprise E Engineering CansulteMs,LTD. CAULKAND ATTACH TO ROOF 710 French Sheet CJT 12.18.14 PEAK WITH LAP SCREWS. PeshAgo,WI 54157 CxkD: DPP 12-19-14 FL Corp.Certficate No.:720000005724 FL PE.NO.:71972 REV I. eel\1\Illlllllillr� REV]'. p g�y REV 3'. S�JoEHg4,�%s REV4'. 8#0 No.PE71BM � C BHOP DWG ND.: 10722R5 STATE OF EECJDEND: 10722 RV SHEETND: e��NAL16�Tr°�� 5 OF THIS PRINT IS THE PROPERTY OF RCP SHELTERS AND I8 NOTTO BE—. COPIED,OR REPRO—EDNITHOM IR EXPRESSEDIN—EN PERMISSIO I � I - I I � I I CPA3 o �/ Q Z `\ I CPA-I CPAS \ ,✓I Q�Q J PLAN \ Y Z a PVXP \ N w 1 — � w PLAN \ Y N b \ o U) CONN S-1 2-req'd. SECTION A o 4 o �x4 2- CPA-S 510 SQUARECOVERPLATEASSEMBLY CONN S-5 1-req'd. CONN S-6 2-req'd. CONN S-2 4-reg'd. ' co N E 0- 12°P1x 3'BOLTw/o NUTS U U 1 2- CPA-3 512 SQUARE COVERPLATE ASSEMBLY 2- CPA-1 412°SQUARE COVERPLATE ASSEMBLY 2- CPA-3 51/7 SQUARE COVERPLATE ASSEMBLY N 2- 3/40x8112 BOLT 2- I/Y0x 2'BOLT(IMTHWT NUT) 2- 1/2"ox?BOLT(W ITHOUT NUT) 0] Q] o= 2- 3I4'OHEX NUT 2- 3440x81/7 BOLT 2. 3I4'0xB'BOLT U- LL LL W N • 2- 3/4'OHEXNUT 2- 3/4'PIHEXNUT ■ ■ N �, LI N z U) N O s 0 � ,D Y D w a o :IizizTIiiizzz:TiiiiiIIz: z I RB040408xO6AQSASSM U \ PLAN W on oz z L) `pC� p,UX•p�N v J LL ■ � O� Qv 5'O HOLE@ F.S. RB000408,O6AD0.6260 I- CI) J fV E 1 J fn N_m 12. HSSBx6x3r16 i ri s5 uj w a 55 BEAM©FAR SIDE NOT &1 _1 SHOWt4 FOR CLARITY g-8 'TUBE LENGTH = N to re CONN S-3 4-req'd. CONN S-4 2-req'd. BEAM B-6 2-req'd. ■ ■ 2- CPA-1 41/7 SQUARE COVERPLATE ASSEMBLY 2- CPA-1 41/7 SQUARE COVERPLATE ASSEMBLY 2- 1201 x 712'BOLT 2- 120 x 712'BOLT 2 12'OHEXNUT 2- 12'OHEXNUT ERECTOR NOTES: 1.BEFOREATTACHING COVERPLATE ASSEMBLY,MAKE SURE THAT THE NUBS ON THE BACKER PLATE FACE THE COVER PLATE. 2.LOCKNUT IS PRESET IN SHOP,BUT CAN BE RE-ADJUSTED IN FIELD TO PROVIDE THE NECESSARY TENSION IN SPRING TO OBTAIN ADEQUATE FRICTION BETWEEN PLATE &BEAM FOR ERECTION, PROD.No. 3.PLACE COVERPLATEASSEMBLIES ON TUBES CAREFULLY SOAS TO NOT SCRATCH Denlsi P.Seymour,P.E. 14-221-A THE PAINT ON TUBE. Enterprise Engineering Consultants,LTD. DRnwN; 710 French Street CJT 12-18-14 4.ERECTION OF COVERPLATE ASSEMBLY: COVERPLATE ASSEMBLY Peshdgo,WI 54167 CHILD. A. PUT ONE END OF BACKER PLATE THRU ACCESS HOLE AND BEHIND TUBE DPP 12-19-14 MALL, CPA-1&CPA-3 FL CapCe 7. 1972 No.:F000000057� S. SHIFT ASSEMBLY TO ONE SIDE ONLY ACCESS HOLE SO THAT THE OTHER END FL PE.NO.:71872 OF THE BACKER PLATE CPA SLIDE THRU THE ACCESS HOLE AND BEHIND TUBE REv I. WELL.SUGGEST HOLDINGA THIN PIECE OF CARDBOARD OR SIMILAR REvz MATERIAL AGAINST TUBE TO PROTECT FROM SCRATCHING WHILE SLIDING �',",p011jlrhry COVERPLATE BACKAND FORTH INTO POSITION. �v>.v 9Er�16p�� Res C. POSITION ASSEMBLY SO THAT IT IS PARALLEL WITH TUBEAND NUBS ON b10ENEE'7 i' REva BACKER PLATE SIT INSIDE THE ACCESS HOLE NA BACKER PLATE ORIENTED AS No•PE719T! sHOP DwO No.: NEAR VERTICAL AS POSSIBLE. _ 10722R4 5.CAULK ALL AROUND COVERPLATE IMTH A BEAD OF CLEAR SILICONE CAULK AFTER t� STATE OF EECJOBNO: 10722 RV COVERPLATE IS PROPERLY POSITIONED, V�1Mt4 5OAt. SHEETNO: " n„r /� `} OF THIS PRIM IB THE PRO-OF RCP BHEETERB AND IS NOT TO BE IeED, COPIED,ORREPRODLCED WtTHOMT THEIR ET'PRE98ED WRRTEN PERMIBBION. TNOO17006x04A00.8250 CENTER ON END OF TUBE RU\ N TN04040&04BR0.5000 t�B-2R 40 HOLE @ F.S. 5.0 HOLE @ F.S. CENTER ON END OOF OBE 2L PAX'PAN AUk PAN 00 -� PU040406x03ALO.2500 F� i O CENTER ON END OF OBE 40 ACCESS HOLE @ F.S. - HSS Bx 4x 3ri8 t- O PUD40408VARO�'� O 1 -'/ O OO \N- - O CENTER ON END OF OBE OOQ tSIDE S-2 J\��C� T HSSBx3x.,196S•8END PLATES NOT SHOWN FOR CLARITY O 5.3 END PLATES NOT SHOWN 4 FOR CLARITY S•3 J� Q� V 20.2'TUBE LENGTH �TF SAME FAB AS '���i\0 I h J OPPOSITE END d' BEAM B-2R 2-REQ'D (AS SHOWN) 2j-OBE LENGTH BEAM B-2L 2-REQ'D (OPPOSITE) BEAM B-4 2-REQ'D. 0 Lu w N J PAX p�pN AU\�` P0000006K04AD0.2500 TN040409x049L0.6000 TN040408x04BR0.5000 CENTER ON END OF TUBE PU040408x04AR0.2500 @ B•6R CENTER ON END OF OBE CENTER ON END OF OBE PU040400,2600 B B•5L CENTER ON ON EN END OF TUBE W 4"0 5.0 HOLEOLE@F.S. 40 HOLE@F.S. 0 O N = Q lRV� /I IIIZIIIIIIEIEIIIIIIIIIIIIii F.S. A�OF OO \\- ;- HSSBx4x3M6 OF m U U �4TF \9 SIDE S 4 END PLATE NOT SHOM FOR CLARITY, tRJr\Oe\P LL LU LU C t END PLATES NOT SHOWN FOR CLARITY. �G LL LL g w • SAMEAS OPP.END S•2 U j ■ ' N C� 74'•70'OBE LENGTH U) F � 20'-11 TUBE LENGTH BEAM B-5R 2-REQ'D (AS SHOWN) Z N o 0 BEAM B-3 2-req'd. BEAM B-5L 2-REQ'D (OPPOSITE) m Y 0 w 0 ■ ■ 1 1 W 0zw PLAN J w L=-IL BACKER PLATE V j u• 0 r� HOLES IN BACKER PLATE TO BE DRILLED t,^ p1 J N &5 AFTER PLATE IS WELDED TO FRAME. (� Q OZ W N J O N m III 5.0 HOLE IN TOP FACE ONLY I Yd W rn c SSBX51'3j15 LU W a 1 SUOF'P•N 7� cl. vWj u J r 12°'� PUX \ 4 1✓Bp3�'" °° STff ENER PL \ S4 9/16.0 HOLES [{ ij] 8/16.0 HOLES-� @ BOT.OF OBE �C, PRO.NO SYMM.ABOUT ENDPLATE S-8 BOTTOM PLATE FRAME F-1 1-req'd Daniel P.Seymour,P.E. 14-221-A CENTER ON SOT.OF Enterpriw Engineering Conw6onts,LTD. CENTER ON END OF CONSISTS OF: 710 French Street DLO- OBE. TUBE. Pesh6go,WI 64157 cHHro, CJT 12-19-,4 2-OBE A DPP 12-19-14 I 2-BOTTOM PLATE,FR000409 FL PE NO.:08A00.3750 FL Corp.C.,71972 a No.:F00000006724 2-BACKER PLATE,FR000408xO8A00.2500 2-STIFFENER PLATE,FR00040Bc06C00.2500 Rai 11 ,0 2-END PLATE,EP00000BxENA00.1198 REv z: 23'•9.OUT/OUT OF TUBES F�`��.P gFY REv s: SEE. -4: *,,Xo.PE7197P �_ SHOPDWG NO: = 10722R3 P BTATfi OF EE—B NO- 10722 RV 0810 SHEETNO: 3 OF CONCRETE NOTES: TOS PRNT a THE PROPEmY oracP 1.Renwve all organic material and topsoil from slab arse.Verify suitability of subgrede.Footings are to bear on undisturbed, SOPaDROR REPRO DEN E, FTC.&COL. FTG.&COL. IR EeP natural soil or engineered fill.Both are to be compacted to 95%Proctor density RESSExx .PERv0S:DN. 2.Prepare dab with min.9 compacted send,gravel,or crushed rock. 3.Concrete dab to be 4'thick.Reinforce dab with64-w1.4xw1.4 welded wire fabric et mid-depth.Lap splices 8.Alt.:Fiber �c� ,rd mesh admbdure(min.1.69/c.y,fibrillated polypropylene). 4.Edge of deb to be thickened to sin.8'deep x 8'wide reinforced with 244 continuous rebers.Lap spaces min.24. 8 J p v 5.In locations subject to frost install isolation joint max.1/8'wide,around column piers using diamond a circular layout. \ Wine mesh shall be Interrupted at isolation joints. _ j 6.Install crack control joints(3/16'widex V deep)et 8'to 12'o.c. 'v I 1' d 7.Concrete dabs in open eras ester be sloped for drainage from center to edge and away from columns.Surface is to be _ ��I lightly broomed or have a wood troweled finish. II It B.Concrete dabs in endosed areas are to hove positive drainage to foe drains and have etroweled finish. _ ! I a 9.Concrete deb,fourrdetion,re-her,wire mesh,Iwding nuts,grout&anchor boas Of required)ere N.I.C. _ Z` 1 10.AJI concrete reinfadng steel to be grede 60,defamed bets. 7 v. '\ 11.F'PofccmcmIetobe3000psi(t28deys. Q C) dW 12.A11 mncrete work to be in aaardance w/latest ACI cede. (6)45VERT.REBARS I �•��!� (6)45 VERT.REBARS ° .n '"'b 13.Assumed allowable soil beertngpressures:2000psfveracal bearing,150 pot pensive lateral bearing.it isthe Owner's J ' respmsibitity to verify that the allowable soil bearing values at the site mentor exceed these assumed values.Ifthe actual f a V- N3 HORIZ.TIES 1 #3 HORIZ.TIES @ values are lover then the assumed values,the foundetims must be redesigned(N.I.C.). f J PLAN PLAN ai-i aim i ----------------------------------- i d, 0) } d� dg ova I I ,o. l I N W = I I II C-1 C-1 Il [•/ W W 1 1 jj U_ 1'MAX,1'MIN. I I Ll u I I LEVELING 1'MIN. I r j J Y T 0) 1 I II NONE /SHRINKGROUT I III III I NON-SHRINKGROU /T II II m v, I 1I}il l ul I e n F1 I I 3wox2M1'A307A.B.'SWl 1/4'x3' II It 3M'0x24'A307AB.'SWI 1M'x3' / II m II II I III II I II I I Z I I I I SQUARE WASHER(W/1311 8'0 HOLE O.C.) I I I I SQUARE WASHER(WI1311 80 HOLE O.C.) ii l TACKWELDED TO HEAD to 1( -tttTACKWLDEDTO HEAD 11 / 11 / I O W H-H ifftH ;;II I I c C0 N IT I I f I / Y I� 11 J I I m I I V I I w • N lL U- N a � I; , o a ■ ■ N � 3'CLEAR :i) / I Z Y � rC C-2 / Q C-2 II N O 0 LL•� COLUMN FOUNDATION DETAIL @C-1 // ■ ■ Y ° 3'CLEAR II O (TYP.4 LOCATIONS) 1 I a 2'•s'o / LUz w COLUMN BASE REACTIONS: / O W COLUMN FOUNDATION DETAIL O C-2 VD.3/,h+Dsw1=7,700► i1 Ii J w = (TYP.2 LOCATIONS) l i / � U � VS.eol.w5 urtiPr=-1,8208 II II TLU O Z COLUMN BASE REACTIONS: j i i I 2 ' 0 2 HOwsw=8900 SEE COLUMN FOUNDATION 11 / 11 U r/\ LL ■ ■ r VD.velkusv4=a60 �� DETAILS ON THIS SHEET. Ii r 11 LL vl i N E o U) J � MO.T.D,Osw=6,800N-R I I I I f2 (1 Z w o q�I � (••� _� S � wI'b.osw1,3001 / 11 (� J O INn i t ' Q t CC MOT wDsvr=77,BZOR=dil r II Y to / // 11 1 N H 0 I C-i C.t I GTN S1 1fi'A"SUBS`EN A'0 HOLE • o e ■ ■ ! ALL DIMENSIONS SHOM SPRINGING 12 21'-6'G/C OF COLUMNS&PIERS 1'•1 T tt° ell i O OWNER TO SLAB EDG SLAB SIZE PRIOR TTvv----II p.w� 213/161 13 LyJ 25'4 OUT/OUT OF SLAB TO CONSTRUCTION. (� 0 HOLE IN -�'V^ HBDa048mdg6ABt.OOBD FOUNDATION PLAN O 5-S TOP OF TUBE SCALE:1M'=V-0' --! PROD.NO.: 91160 HOLES A fi y,9HB Denial P.Seymour,P. 14 P.E. 14-221—A NSS8x Enterprise 0 n neering Consua TD enis,L . 7Freseh o� . CJT 12.16-14 Peshbgo,W164157 CHH7D. DPP 12.19-14 FL Corp.Ceroficate No:F50050005724 9118'0 HOLES IN FL PE.NO.:71972 BOTTOM FACE OF b TUBE i REv z: okp mryry,,. REVs: FR00040BxO6AD0.3750 'C No.P671012 OtV *� SHOP OwG NO: CENTE0 ON A50.1196ENDTUB ° ' 1072282 CENTER ON END TUBE. S2 CENTER ON BOTTOM OF TUBE 15'f0' Fin STATEF EECJOa NO: 1O722RV ,, �2OR1O G\S BEAM B-1 4-regd. "'y` A� s SXEET NO: nth,,,Irkrmlkk OF THIS PRIM ISTHE PROPERTY m RCP TYPICAL DECV LAY-UP DESIGN CRITERIA, CONTRACT NOTE: HEueeswvu is ll n wwi 2070 Florida Building Code Reference accepted proposal end/or executed contract for iderNficatian of items famished by RCP Shakers,Inc.My Item 1.START LAYING DECK AT CORNER W/TONGUES Type of Construction:Type 111-B not specifically included shall be provided by owner,installer or others.Some items we specifically noted as N.I.C.(not in THEIR EXPRESSEDY.RniBJ revcr ION, OUTWARD IN DIRECTION OF LAYING. Occupancy Oessificetion:Msenby A-3 contract). 2.DRIVE COURSES TIGHT W/BLOCKING. Building Occupancy Category ll 3.ATTACH DECKING PER DETAILS ON SHEET 5. Meer Roof Height=10.0° SOLID TIMBER SPECIFICATIONS -- -- ----------- -- Building Volume-10,000 ft3 2x4Nailer----01 SYP,545,KD,Seal No.of Occupants-150(7 Itt per person) 2 x 6 Fascia--X1 SYP,S4S,KD,PENTA TYPE C 0.3 pcf,Seal. 2 x 8 Roof Deck--#I SYP,T&G S/L CM,EVIS,KD,Seal. \\\ I S-2 B-3+ S-2/I ROOF DL Deck furnished in specified lengths(5/L),not precision end trimmed(PET),field cutting required. I ♦ Metal Roofing&Felt ,.2 psf Nom.7 T&G Dock 4.6 STEEL&HARDWARE SHOP NOTES: AA — — — — 0U I Y Mlsc. ,_2 1. All steel plate to be ASTM A36. I ♦ 6\ /^ I N Total=7.0 pef+weIght of framing 2.Steel tubes to be ASTM A500 Grade B,Fy--48ksi. lit ♦ I � ` i 6 I 3.Steel pipes to be ASTM A500 Grade B,Fy 42kal. \ I , f I FLOOR LL 4.Ni welding is to be done incco ardance with latest AWS standards.Ifwetds ere not specified,a0 welds are to develap full Z \� II ♦ \ Qs /rk I L=100 psf strength of dl component parts. \ \ B4 S.NI bo8sto be ASTM A325.Exception:Mchor boles and all bolts smaller then 12.0 to be A307. fi Q W I III \ \ i ROOF LL 6.All holes in steel to be 13/16'0 unless noted otherwise. . a I / I I Lr=20 psf 7.Al fabricated steel to bs hot-dipped galvanized ♦ \ I 0U I I 1 &Hardware(bolts,note,washers,etc.)to be furnished black udess noted to be hat-dipped galvanized.Shop toveriy hole O LLI J ♦ 1c I WIND LOAD tolerances and tolerances of threaded parts for compatibility ofthe galvanized parts ony. j J �\ /4.0i^ 1 ( Risk Categoryh It I V s=140 mp,VRso=109 mph ERECTION NOTES: V Y = ROOF DECK SUPPLIER TO PROVIDE A I fu Exposure's',open Building w/GC =0 All steel members must be properly braced until the complete structural system has been constructed.Correction of minor DECK PLAN AT CORNERS UNIVERSAL HIPIRIDGE CAP.SEE DECK I a DETAIL FOR ATTACHMENT. I 31 1 I ry Component&geddng Wad Prosres:Sea this sheet misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection. z oc In the event of error,defect in melerlals,end/or workmanship of shop work which prevents proper assembling and fitting up C V LU of parts by the moderate use of drift pins,or reaming,immediately report to the seller and obtain sellers approval of the V`/^I'� Co w FASCIA NOTES: I ( I methodofoorection. W 1.ALL FASCIA CORNERS AND SPLICES ARE TO BE MITERED. I I 11 N Bolts through Joked holes in steel ere re be left finger tight only to allow for future mwemem.Other bolts ere to be snug I.L 2.SEE DE AIL FAAFORTH ICE10d OGCAETAiL, o: I 3,ATTACH FASCIA WITH 10d HDG CASING NAILS: 1 � tight.Torque measurement is not required. a.TO 2x4 NAILER-24'O.C. I NOTE:This building has been designed as a free standing,open structure.If walls we to be added or If the building into b.TO ENDS OF ROOF DECKING-1 NAIL PER DECK BOARD I I I adjoin another structure,or if other modifications are to be made,the structure must be re-engineered prior to these c.AT CORNERS-2 NAILS EACH DIRECTION I I modifications(by otlrers). d.OTHER LOCATIONS-24.O.C.TO ROOF DECKING 1 I 16 METAL ROOFING NOTES: 9 I RAILER AL SPLICES 1 _ I CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL A.M F-I I 0 PRIOR TO INSTALLATION. B.NAIL SPLICES TOGETHER WITH(2)10d HOG CASING NAILS,DRIVE I 0 m O NAILS AT AN ANGLE TO AVOID PUNCHING THRU FASCIA A _ _ _____ b METAL ROOFING SHOULD BE STORED INDOORS OR WHEN - -- 1 1I STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH FINISHED FACE UP AND SLOPED TO DRAIN. \ 2 / N Q J ff�♦ 3 \ / O j I § WRING INSTALLATION,ALL METAL SHAVINGS MUST BE 1\ O \ / O� o 6'F MIN. 2'UC MIN. FASCw I I I I b REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS. \3 \ / 3 0 r N EO ROOOF CORNENE R Pnscw sPucE to / I to to I I NNIER SPUCE 1 a5 I I I \ NAILER Si l I HARDWARE PARTS LIST I I ■ ■ a DECKING I 1 I fu C a Ow«*,,. R;. HARDWARE DESCRIPTION PART NO. REMARKS O1 O lO OI O lO �+ Q (/I N N F' ♦ F, 12 L 100 x 7 BOLT H326P 050 0200 Z DETAIL A °// \G/ W L IWOx3"BOLT H325P0500300 ( J ` I - N N O I I I i �V C/ I I N 12 L I2.0 x 7,2'BOLT H325P 060 0750 / \ I X 00 LL N I / \ I I B L 314'0x6'BOLT H325P 076 0800 1 / \ I /J'� ply Y 0 E / 6 L 3/4'0 x 812'BOLT H325P 075 0850 / ///��\ ♦ v♦ ■ ■ NOT SOWN I 0 28 /O NOT SHOWN I 12 L 12'0 HIX NUT HN325P 050-13 // z � �v%` ' A I2'0 HIX NUT HN325P 060-13 V \\ J (2}16d PER DECK BOARD H /V^ F I Y 14 L 314'0 HIX NUT HN325P 075-10 W J /S-2 B-9 52\ I 16 L 412'SO.COVERPLATE ASSEMBLY CPA-1 GALV. W Z �_ WOOD DECK I 14 L 512'SO.COVERPLATE ASSEMBLY CPA,3 GALV. 2rn O ' - - • --- ---- ----------- 24 L 3/4'0x 24'(A307)ANCHOR BOLT N Cl)V N.I.C. ROOF PLAN LL ■ ■ 24 L 1/4'x 3'50.WASHER N.I.C. (f) J p NAILER 48 L 3/4.0 HEXNUT(ANCHOR&LEVELING) N.I.C. a=3'-0" O W p i-3' 10'8' 10-8' ,'-3' ULTIMATE DESIGN PRESSURES FOR COMPONENTS&CLADDING / ti = ID E2 FASCIA L 1Od NAIL N.I.C. J p IN S 24'-0'OUT/OUT FASCIA L 18d NAIL N.I.C. ZONE PRESSURE SUCTION 2 83 PSF 58 PSF 4• R d m ca a SECTION AA FRAMING PLAN 1200 L 1/4'-20 03"THREAD CUTTING SCREW HTCSF 0250900 st 3 81 PSF 75 PSF ■ ■ SCALE:1/4'=1'-O' } Cl) rA C Qtr W 0 UNLOADING, HANDLING&STORAGE OF DECKING 33 x o 28g0.x 50ksl MAX-RIB PREFINISHED ROOF PANELS W y ae DECKING WILL BE DELIVERED IN BANDED BUNDLES,WEIGHING APPROXIMATELY ONE TON.BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE 2 W (9'-0'COVERAGE PER SHEET)SEE DECK DETAILS FOR INSTALLED,A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING.BE SURE TO USE NON-MARRING SLINGS.IF STORED TEMPORARILY,DECK SHOULD BE N U) 0: ATTACHMENT.OVER(1)LAYER OF 308 FELT OVER 208 12 PLACED ON BLOCKS&LEVELED,WELL OFF OF THE GROUND.IF WOOD DECKING IS WET&/OR STAINED,CONTACT RCP SHELTERS AND DO NOT INSTALL DECK. ■ ■ DECKING. f843ggs, 4 IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL.NOTIFY"RCP SHELTERS"AT ONCE OF ANY SHORTAGES. SEE SAVE DETAIL ON SYMM.I ABOUT SHEETS ¶ BUILDING �IIII ''L^JY.-�'1 @TOP OF BEAM OFCOL&TOP OF SEAM Daniel P �1< Se moat 2014.12.23 Danis a Edo"er,P.E. naakants LTD. D�wN14-221-A „ 710 French Street CJT 12-1&14 07:46:37-06'00' FLc«P Cere�eta No.:F00000005724 CHH9 DPP ,2,x,4 FL PE.NO.:71972 DESIGN CERTIFICATION FOR: REV" REV z BUILDING SIZE: 24x44' ealsuP w �+4++ BUILDING LOCATION: ZEPHYRHILLS,FL `�x_\�Y W RE v 3 �T- 6EMeF '. THIS CERTIFICATION OF DRALMNGS IS FOR THE ONE x so.PE71972 Revco: BUILDING ONLY AT THE SITE LISTED ABOVE.IT IS VALID ? I e SHoc owc No: 15722R1 SECTION A ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS "4q ARE FURNISHED BY RCPSHELTERS INC.AND ONLY IF % S STATE rx EEC/On No. 10722 R V MATERIALS ARE PAID FOR IN FULL %-je ,ltZORIDa6 SHEET NO.: ERs Y, 1 IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN oNAL sI ox CONSENT OF RCP SHELTERS,INC.,OR IF PAYMENT IS NOT I OF MADE IN FULL,THEN CERTIFICATION BECOMES NULL&VOID. PRINT IS TIE PROPERTY OF RCP LTERS•ND IS NOTTO BE 16ED. —FND,OR REPRO—kDwRIW UT ��yy HEIR FNPRESSEDINN—PEFS11-ON. p� ITb C1 CAP PLATE �m , CENTER ON END OF PIPE CAP Z F,n1 PLATE AV CENTER ON END OF PIPE PUX p�AN �y CDQ SB v� S2 0 F- J I co 1 I I I rVF z } I I I I /'V1 W I LU I N 1 I I 1 I '^ jl (2)PLATE A' �� �' 7n (2)PLATE'A' II Il II II I I 1 I I I I I SHOP NOTE: i i SHOP NOTE: CENTERLINE OF CAP PLATE CENTERLINE OF CAP PLATE TO ALIGN WITH CENTERLINE I TO ALIGN WITH CENTERLINE I I OF BASE PLATE. I I OF BASE PLATE. I I W 1 1 I O J I I I t I I I 1 p • N N E x BASE PLATE I x w BASE PLATE I I a 0 a Ii I a n I I O ii Q r = w I x I O O w I x I F LL LL p, a_ O I a I t, ■ ■ N a 1 H I a 1 Q (n N V F- I I I 4 `�F � O O I 1 N 0 0 IL•W O X m R i i rn (n m Y o w i i i at a ■ a SECTION A Ll.I o SECTION B 6 ch w 6 J LLl = U 2 j I I I W a, O Z I I -TI- i r^ ■ ■ I I I J/ U (A 1'. WELD AND GRIND SEAMS SMOOTH(TYP.) WELD AND GRIND SEAMS SMOOTH(TYP.) Q Z W o 1 I I I U 7 O S y I I I I (TYP.) i II II Y � C (2)PLATE'A (2)II �j bPLATE'A' II 11 d Ij 1° PLATE„A„ L N W a 0 I 1 318'PLATE 1 I J F TOP OF SLAB o i i TOP OF SLAB b j N __ __ IE! L I ■ ■ B A COLUMN C-1 4-req'd. COLUMN C-2 2-req'd. CONSISTS OF: CONSISTS OF: 1-PIPE i-PIPE 4-PLATE'A' 4-PLATE'A* PROD,No.: 1-BASE PLATE,CL00000BtDLA01.0000 I-BASE PLATE,CL000008xDLA01.0000 1-CAP PLATE,CL04040BIDIB00.3750 1-CAP PLATE,CL00040BIDI800.3750 14-221-A Dental P.Seymour,P.E. Enterprise Engineering Constants,LTD. ow.wN. 710 French SVeet CJT 12.18.14 Peshdgo,V4154157 0500: DPP 12-19-14 FL Corp.Certificate No.:F00000005724 FL PE.NO.:71972 REV I: 111111N11 Bi REV2: shy PS !" `P �tOENBN �o REva: No.PE71812 SHOPOWGNO: 10722R6 BTATE F EECJOS NO: 10722 RV % RI9?#',41'C SHEET NO: V/GNAL ennuamo 0OF6