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HomeMy WebLinkAbout09-9587 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9587 BUILDING PERMIT e , • J y 7 t Permit Number: Address:-59-5 / Type: COMA ,� IAL , ZEPHYRHILLS, FL. Class of Work: ADD /AL T.OMMERCIAL Township: Range: Book: Proposed Use: NOT AP, o SABLE Lot(s): Block: Section: Square Feet: L Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 10- 26 -21- 0020 - 00000 -A89'0 6• • Improv. Cost: 46,390,00 T :_ 1 :_:� Date Issued: Name: ZEPHYR LLC Total Fees: 571.37 Address: 7162 READING RD #730 Amount Paid: 571.37 CINCINNATI OH 45237 -3845 Date Paid: 10/02/2009 Phone: Work Desc: INTERIOR REMODEL 10,240 SQ FT / - • UN A ALUMN I BUILDING E d 397.50 EL ICAL EzE• � ._.• 35.00 ROGERS ELECTRIC PLUMBING FEE 35.00 MECHANICAL FEE 35.00 SHOUPE ROY LEON JR FIRE PLAN REVIEW FEES 38.87 FIRE INSPECTION FEES 30.00 BAHR'S PROPANE GAS & A/C, INC. - §r.''€ a �".. ifi .'a:•� y , '� <�;�",`,E a > - ������� F ER 2ND Rol) 'H PLUMB M IN ULATION ILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. 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 permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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 ofinencement." 6 6e, • 'TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780 -0020 City of Zephyrhills Permit Application Fax -813 -780 -0021 Building Department Date Received Phone Contact for Permitting -- Owner's Name Owner Phone Number Owner's Address L ` Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I I SIGN I I MOVE I 1 DEMOLISH INSTALL REPAIR PROPOSED USE I 1 SFR I I COMM I I OTHER I I TYPE OF CONSTRUCTION I I BLOCK I I FRAME I I STEEL I OTHER I I DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT TTITIT . I I BUILDING $ VALUATION OF TOTAL CONSTRUCTION I ( ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY 1 1 W.R.E.C. I 1 PLUMBING $ I I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I ( GAS I ROOFING 1 I SPECIALTY 1 I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IVES 1 INO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address License # } � ELECTRICIAN COMPAN> Yt. L� (3z— - C L I- L i JO ' SIGNATURE `�� �d �'( j/ q M l.�) / / REGISTERED I YIN I FEE CURRENT I Y / N 1 Address t{C WO /0vi2 / l W . . / ) y 0 4= %T V 3 35 License # 1i7/ / /)q ' PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N 1 Address 1 License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address License # L RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (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 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 $5000) ** 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 Sewers Service Upgrades A/C Fences (Plot/Survey /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 deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or 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 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 Water /Sewer 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 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 from 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 \ j ob is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR I OR ANVATT FINANCING, CONSULT WITH YOUR LENDER ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this by by y Who is /are ersonally known to me or has /have produced Who is /are personally known to me as Identification. roduced p as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed rinted or stamped Name of Notary typed, printed or stamped 6 :4 Zlieji PINE GROVE PB 2 PG 15 COM SW COR LOT 10 TH NO2DG 02' 12 "W 313.00 FT FOR POB TH CONT NO2DG 02' 12 "W 306.96 FT TH N88DG 25' 13 "E 59.58 FT TH S38DG 43' 06 "E 140.00 FT TH N88DG 25' 13 "E 150.00 FT TO WEST R/W LINE US 301 TH SELY ALG R/W 273.41 FT TH S88DG 28' 05 "W 482.54 FT TO • POB OR 4341 PG 1041 NOTICE OF COMMENCEMENT 2009140782 I VI VIII VIII VIII VIII VIII VIII IIII IIII Permit No. Rept : 1266402 Rec : 10.00 DS: 0.00 IT: 0.00 10/01/09 Dpty Clerk Property Identification No. /O 2/ - 06 0 -- DODOe:> - O ©3b THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following info aC�11 �io i is provided in� this NOTICE OF COMMENCEMENT. :) m -y-- 1.Description of property (legal descriptione- ((tt r � � �� ���� =� £r G�'�?d /�1� . a) Street Address: J ° 1 LL /JL . JP • AP A • L L S . . - 2.General description of improvements: /`Q -/h0 4 ' 4 • 3.Owner Information a) Name and address: /31AR K 4y 7I' > A AP>nIG ge. # 730 64/4/A/ii4 CAI- 95 b) Name and address of fee simple titleholder (if other than owner) Z /',V G L c) Interest in property 7 49.4'72 t 4.Contractor Information /� _ ,, // / ' / �/ M�,� a) Name and address: Cl/1 c�� t tr G.L C &/SV � I4 # �Q, /y�,/�! r / JW 5 °L b) Telephone No.: f /3) 71/ 73 D f Fax No. (Opt.) 5.Surety Information a) Name and address: b) Amount of Bond: PAULA S. O'NEIL, PASCO CLERK ��� PGo 8 LLER c) Telephone No.: Fax No. (Opt.) _ 10/01/09 03 : R 6.Lender OR BK i a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA ���� - COUNTY OF PASCO 4 �� / - . s9 LC��� Y[aA ra.�� s • 1 I4J Signature of Own- or Owner's Authorized Officer/Dire. o /Partn:3 anager 6/14 EL A. Re /h . /in #9,f i��� Print Name The foregoing instrument was acknowledged befo me this /1 >✓�i� day of ��,.,;)f e _t.,., 20L `/ , by 4lit.N 4EL R 9e> / _ _i ivi R r as ,�>� /r" L >� (type of authority, e.g. officer, trustee, attorney in fact) for - f v.C., > ?( j )l/ r L . L . C , (name of party on behalf of whom instrument was execut ). Personally nown OR Produced Identification Notary Signature 1 y rY g � !� �� �" �' r vim? Type of Identification Produced Name (print) / i), i/r (3 e t/ Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMS/NOC,rvsd2007 NADINE L. SEELY Signa of Natural Person Signing Above '4Y COMMISSION # DD872352 ' t EXPIRES: March 19, 2013 1.800.3 NOTARY 1. Notary Discount Assoc. Co. ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780 -0041 Fax (813)780 -0044 FIRE SERVICE USER FEES Occupancy No.: Plan No.: (.3-- Contractor: S n flarie 44d Akii)efe.e Business Name: rry Billing Address: Business Address: Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES _ INSPECTION FEES _ PERMIT FEE — FALSE ALARM FEE S ite Plan N/C _ Annual N/C _ Sprinkler $50 _ 1st Alarm N/C Multi-Family/Commercial .06 sf _ 1st Re- inspection N/C _ Standpipes $50 _ 2nd Alarm N/C (Minimum Charge $25.00 _ 2nd Re- inspection $100 _ Fire Pump $50 _ 3rd Alarm N/C 0 Plan Revisions DBL _ 3rd Re- inspection $250 _ Hoods $50 _ 4th Alarm $100 4th Re- Inspection $500 _ Fire Alarm $50 _ 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until _ LP Gas $50 _ 6th Alarm $200 0 - 25 Heads $50 violations corrected) _ Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- _ per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 _ Sparklers $100 9 Per Riser $50 Hydrostatic Test $65 per system _ Fire Works $500 FIRE PUMP Acceptance Test $45 per system _ Fire $25 0 Per Pump $100 Hydrant Flow $75 Controlled Bum $100 — FIRE ALARM SYSTEM Hood /Duct $50 0 - 25 Devices $50 FIRE ALARM SYSTEM _ Place of Assembly $50 Annual 26 plus Devices $100 _ System Acceptance $50 _ Fire Protection $25 SUPPRESSION SYSTEMS _ Recall Acceptance $50 _ Flammable Application $50 Annual Wet $50 OTHER _ Waste Tire Storage $50 Annual _ Dry $50 Fire Wall/Smoke Wall . r wall _ Generator < KW $100 _ CO2 $50 LP Gas $25 per tank Generator >30 KW 150 Other $50 Natural Gas $25 per system ^ Bio-Hazard Waste $100 Annual KITCHEN EXHAUST _ Fumigation Tenting $50 0 Hood/Ducts $50 _ Tent 10'x10' or greater $15 per tent — Torch Pot/Applied $50 OTHER _ Fire Pump $45 Haz. Materials $100 Annual LP Installation per tank $50 _ Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 Exhaust Hood/Duct $30 0 Natural Gas Installation $50 Re - inspection DBL (Per System) (other than annual) 9 Spray Booth $50 El Inspection scheduled DBL and cancelled less than _ 24 hours Construction Insp. N/C _ Emergency Vehicle Ac' $50 FALSE ALARM PLANS TOTAL INSPECTION TOTAL PERMIT TOTAL TOTAL GRAND TOTAL , - r Comments: f tycarw. P_:� elzr 1tC - -,LA t .✓ kv.;��rigM Date: g/2g/01 InsR ctor: kA-7 L 0�✓ ,„ . f ,, fiat City ofZephyrhills BUILDING PLAN REVIEW COMMENTS • Con for/Homeowner: 1/45 iu .•�'jG�,y Date Received: _ Q - 09 Site: S 39 6177 �/ / Permit Type: 4-6i0( "& Z3 , 2( Approved w /no comment'.' !} Approved w /the below comments: J Denied w /the below comments: ❑ �u S »1 e f l � '4/, `1' � /`� '� leArteen Pn T ,1/) !tit * e- t � �� 14 i r e /O evc ,// /F7' • This comment sheet s se pt with the permit and/or plans. Kal vi; witzer — ' F' Examiner Date C.��► = and/or Homeowner (Required when comments are present) 813 - 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department ik gJ Date Received - l' -( S I Phone Contact for Permitting -- Owner's Name , iRx •9y4 , Owner Phone Number 7/6 2 RQAp/A! G Ka( ' 7 3 0 Owner's Address am/ alto A/,9'71, e)fJ 4/5:-7 3 7 Owner Phone Number ,/ Fee Simple Titleholder Name Z •h -C.- Owner Phone Number KY 788 -T ei2 Fee Simple Titleholder Addr 7 /6 2 EAP,4 G Rel. X7.3 2 6A/Cm/14 AI !, 0, / y,Si737 JOB ADDRESS Az 4 412.0 ZEPA J/t 45 , C2 3354/.2 LOT # 3 SUBDIVISION etn y, � /1RS 6 R D ✓F PARCEL ID# �a �� 'a/"�d�0'orZ -Ob_3® ' (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR KS ADD /ALT 1 I SIGN I I MOVE 1 1 DEMOLISH INSTALL Y REPAIR PROPOSED USE 1 1 SFR f J COMM 1 1 OTHER 1 I TYPE OF CONSTRUCTION 1 1 BLOCK 1 I FRAME ki STEEL 1 OTHER I I DESCRIPTION OF WORK c- RQ M\ �C 121' ' - p O C57P -�1 -Q / 2-3i( Z ( IL BUILDING SIZE ‘ Z) G SQ FOOTAGE HEIGHT I BUILDING $ ' I c�J "f V VALUATION OF TOTAL CONSTRUCTION I I ELECTRICAL $ AMP SERVICE 1 1 PROGRESS ENERGY I 1 W.R.E.C. I 1 PLUMBING $ 0 I 1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION NS I 1 ROOFING I 1 1 1 GAS SPECIALTY OTHER . FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IYES QNO BUILDER M T �� COMPANY - 57576 SIGNATURE -- -- !REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address q License # CR C o5e5 /7 ELECTRICIAN A r 5 r COMPANY WO6 ku-c Z SIGNATURE / REGISTERED I Y / N I FEE CURRENT I Y / N I Address 1'+ License # Ea_ O 0 t Z. 2 5 ( c (� PLUMBER % i 7 < COMPANY �O , 0.•T (L-- i4________ SIGNATURE 4 0 2 -......, / REGISTERED I Y / FEE CURRENT I Y / N I Address �v License # (df 1.440 I S t — `'1 ` due- - k - RO': l k.k Dz.' MECHANICAL !I 7 COMPANY SIGNATURE f 7 // 3 REGISTERED t' I Y / N 1 FEE CURRENT IC-10/ N 1 q / Address y / f4/ /' . N /L-( 0 ` f - /�/-� 31 �- ' License # CA CO A� L 6- < j/ OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT I Y/ N 1 Address I License # F RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (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 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 $5000) ** 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 Sewers Service Upgrades A/C Fences (Plot/Survey /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 deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner, has hired a contractor or 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 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 Water /Sewer 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 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 from 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 NOTIC ! - ..1 1I1� ENT. FLORIDA JURAT (F.S. 117.03) _ _ / "�� OWNER OR • GE, ' �^ CONTRACT • .' �' - --� Subscribed an. wom e ) before me this Subscribe s F U *' affirmed) before me this / - " . °i A . I - '� s G, Who is /are personal known to me or has/h. e produced Who is /are personally known to me or has /have produced mow,..- /2 - ,e,q Li, >14AAs identification. /).1 i- sri /l as identification. �t Notary Public Notary Public - %rte , , r i ry mmission No. i 2) .S'1 ` .9-- Commission No. Nam • • . - • .. - - . , - •1 . Name of Notary typed, printed or stamped 0 NADINE L. SEELY � �: MY COMMISSION # DD872352 EXPIRES: March 19, 2013 1400.3- NOTARY Fl. Notary Discount Assoc. Co. Pasco County Parcel: 10- 26 -21- 0020 - 00000 -0030 001 Page 1 of 2 Search Again Show Generalized Building Schematic Frequently Asked Questions Estimate Taxes 'Other Parcel Cards: 1 1 2 1 3 1 4 1 5 1 6 Other Agency Data: Tax Collector School Board Supervisor of Elections Data Current as Of: I Weekly Archive - Saturday, September 26, 2009 Parcel ID 10- 26 -21- 0020 - 00000 -0030 (Card: 001 of 006) Classification 16 - Shopping Center Community Mailing Address Property Value ZEPHYR LLC Ag Land $0 7162 READING RD #730 Land $194,419 CINCINNATI, OH 452373845 Building $223,519 Physical Address - See All 5 addresses (First Shown) Extra Features $6,642 5845 GALL BLVD ZEPHYRHILLS, FL 33542 -3457 Market Value $424,580 Legal Description (First 4 Lines) Assessed (Save Our Homes) $0 See Plat for this Subdivision .1"" Taxable Value $424,580 PINE GROVE PB 2 PG 15 COM SW COR LOT 10 TH NO2DG 02' 12 "W 313.00 FT FOR POB TH CONT NO2DG 02' 12 "W 306.96 FT TH Land Detail (Card: 001 of 006) I Line II Use °Description° Zoning II Units II Type II Price II Condition II Value I 1 1600 SH�PRNG 00C2 12,000.00 SF $7.32 0.65 $57,096 2 1600 SHOPR G 00C2 38,000.00 SF $2.87 0.65 $70,908 3 1600 SHOPRNG 00C2 37,145.00 SF CT $2.75 0.65 $66,415 Additional Land Information I Acres II 2.00 II Tax Area II 30ZH II FEMA Code II X II Commerical CodeII M3012AQ I I Building Information - Use 16 - Shopping Center Local (Card: 001 of 006) Year Built 1969 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Rigid Frame w /Bar Joist Roof Cover Built -Up Tar and Gravel Interior Wall 1 Plywood Panel Interior Wall 2 Drywall Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 I Line II Description II Sq. Feet II Repl. Cost New 1 I SPA II 1,100 0 $106,814 2 I I SDA I 400 II $45,696 II CAN II 300 II $10,282 Extra Features (Card: 001 of 006) Line II Description II Year II Units 11 1 Value 1 II PAV ASP 1 1 1969 II 22,800 $4,617 Sales History Previous Owner II HUESING JAMES R Year II Month B ook /Page II Type 0 Amount 2000 I I 03 I 4341 / 1041 II Qc II so http : / /appraiser.pascogov. com/ search /parcel. aspx ?sec= 10 &twn= 26 &rng=21 &sbb= 0020 &b ... 9/30/2009 Pasco County Property Appraiser - Physical Address List for: 10- 26 -21- 0020 - 00000 -0030 Page 1 of 1 Welcome : Records Search : Parcel Details : Physical Addresses Physical'Address List for Parcel: 10- 26 -21- 0020 - 00000 -0030 Displaying 5 records View in groups of: 10 25 50 100 500 Street Number Street Name 4 Unit 5845 - GALL BLVD 5943— GA 947 GALL BLV 5951 GALL BLVD 5953 — GALL BLVD Pasco County Property Appraiser Page Layout Modified: 2/17/2009 1:10:37 PM The Local Time Is: 9/30/2009 10:39:18 AM http: // appraiser.pascogov.com/ search /physadd.aspx ?parcel= 2126100020000000030 9/30/2009 Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780 -0041 Kerry Barnett Fax (813) 780 -0044 E -mail: kbarnett@,fire.zephyrhills.fl.us Plan Review #: 09 -075 Project: Interior Modification Number of Pages: 3 September 28, 2009 I have received and reviewed the plans for the interior modification located at5939 Gall Blvd and will allow this to move forward under the following conditions listed below. Obtaining permit, the applicant acknowledges complying with the items listed below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Plans were reviewed with all applicable NFPA codes. Chapter 43 of NFPA 101 is the main section in which it determines the codes to use. Plans submitted do not show the space as it is currently and the usage for the space. In the south end of the unit there is a mezzanine that will actually be classified as a second story due to it covering more than 1/3 of that space. During a walk through it was stated that the space may be used as business/office area. That area needs to be shown in plans and labeled for use. If not used for office space then the building is treated as an assembly for the entire space. The rest of the space also needs to be shown how it is to be used; what area is actual gym equipment, what area is for aerobics /jazzercise, etc... This is needed to determine the correct occupant load, if over 300 persons, additional items would be required. 2. Construct an electrical room/closet that has a UL listed 1 hr rated assembly with a 1 hr rated door where multiple electrical panels are located. (NFPA 101, 8.7) 3. Certified fire extinguishers shall be installed in accordance of NFPA 10 for intended use and shall be located within 75' of travel distance. 4. Panic hardware shall be installed on all exit doors. 5. Change front exit light to combination exit/emergency light. 6. An assembly permit will need to be obtained by occupant. Permit may be obtained at the Building Department. 7. Ensure unit is addressed properly on main door and rear door. 8. Ensure rated walls (adjacent units) are sealed at roof deck and any penetrations are properly sealed to maintain the rating. 9. If A/C units are 2000 cfm's or more, duct detectors will be required with remote key switches to reset units. 2 10. Door by testrooms leading to south end shall have door swing in direction of egress. New plans shall be submitted relating to the above items of concern. Modification can begin while these plans are being corrected and submitted. There will be no additional charge for the review. Inspections Required: 1. Firewall (to ensure it is properly sealed and no penetrations) 2. Final , KERR 1 1, 7V 4-- TT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non - compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. r o � � I Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780 -0041 Kerry Barnett Fax (813) 780 -0044 E -mail: kbarnett@fire.zephyrhills.fl.us Plan Review #: 09 -087 Project: Interior Remodel Number of Pages: 4 October 15, 2009 I have received and reviewed the revised plans for the interior remodel located at 5939 Gall Blvd and will allow the project to move forward. By paying for permit, contractor acknowledges to comply with the items listed below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Add smoke detectors on second level through out storage area and in mechanical rm. Add smoke detectors in first floor storage area. Smoke detectors shall be hardwired with battery backup. Smoke detectors shall be tied together. 2. Wall on first floor between nursery and storage shall be a 2 hr rated fire wall. A UL listing shall be submitted to this office for approval. NFPA 101 6.1.14.4.1 (b). Firewall shall be fire caulked at roof deck and labeled. Any penetrations shall be sealed to maintain fire rating. 3. Occupant load is under 300 so there will be no additional requirements with regards to alarm or sprinkler systems. Occupant load calcs for storage is 1 person per 500 sq ft and for the jazzercise area cals are 1 person per 15 sq ft. Nursery is figured at 1 person per 20 sq ft net. NFPA 101 7.3.1.2 Additional fees have been charged because of the additional construction not originally shown on the first set of plans. Nothing was stated about building additional walls. Fees were only for those areas (nursery, jazzercise, small corridor). Fees were set at the standard rate and not at the revised rate which is double the standard rate. 2 Inspections Required: 1. Fire wall screw inspection for each layer added to the wall and then an overall fire wall inspection. 2. Final Illi W/. KERRY i °7-- • ►' —‘, • RSHAL ** *Please be advise. is review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non - compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780 -0041 Fax (813)780 -0044 FIRE SERVICE USER FEES Occupancy No.: Plan No.: 4 — 7 Contractor: d o ,14/e."1-- Business Name: Billing Address: /_ r 7 KJ Business Address: ,,004-,► -/ ,4 Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES _ PERMIT FEE FALSE ALARM FEE Site Plan N/C _ Annual N/C ` Sprinlder $50 _ 1st Alarm N/C i q'"" uki Family /Commercial .06 sf _ 1st Re- inspection N/C _ Standpipes $50 _ 2nd Alarm N/C (Minimum Charge $25.00 _ 2nd Re- inspection $100 _ Fire Pump $50 _ 3rd Alarm N/C Ei Plan Revisions DBL _ 3rd Re- inspection $250 _ Hoods $50 _ 4th Alarm $100 _ 4th Re- Inspection $500 — Fire Alarm $50 _ 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until _ LP Gas $50 6th Alarm $200 _ 0 - 25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 _ 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks - per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $ Sparklers $100 ,_ 0 Per Riser $50 Hydrostatic Test $65 Yd per system _ Fire Works $500 FIRE PUMP Acceptance Test $45 persystem _ Camp Fire $25 0 Per Pump $100 Hydrant Flow $75 _ Controlled Bum $100 FIRE ALARM SYSTEM _ Hood/Duct $50 _ 0 - 25 Devices $50 _ FIRE ALARM SYSTEM — Place of Assembly $50 Annual — 26 plus Devices $100 _ System Acceptance $50 _ Fire Protection $25 _ SUPPRESSION SYSTEMS — Recall Acceptance $50 _ Flammable Application 550 Annual Wet $50 _ OTHER Waste Tire Storage $50 Annual Dry $50 _ Fire Wall/Smoke Wall $15 rwall _ Generator < KW $100 _ CO2 $50 _ LP Gas $25 per tank Generator >30 KW 150 — Other $50 _ Natural Gas $25 per system Bio- Hazard Waste $100 Annual Ei KITCHEN EXHAUST _ Fumigation Tenting $50 Hood/Ducts $50 _ Tent 10'x10' or greater $15 per tent — Torch Pot/Applied $50 OTHER _ Fire Pump $45 — Haz. Materials $100 Annual — LP Installation $50 _ Fire Suppression $30 Fuel Tank Installation $50 _ System Acceptance (Per Tank) 550 _ Exhaust Hood/Duct $30 0 Natural Gas Instakation $50 _ Re - inspection DBL (Per System) (other than annual) 9 Spray Booth 550 9 Inspection scheduled DBL and cancelled less than _ 24 hours _ Construction Insp. N/C _ Emergency Vehicle Ac FALSE ALARM PLANS TOTAL NA " INSPECTION TOTAL PERMIT TOTAL TOTAL GRAND TOT Comments: A"Js 5 a , t � ,CJ ev s -,, .p [Qv 5 Date: /01r/6/ �� r Insivctor: /e....:....-r- �1--, 7`� -t— ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780 -0041 Fax (813)780 -0044 FIRE SERVICE USER FEES Occupancy No.: /' Plan No.: ©� Contractor: $ '' &� rX 1 4 4 ' 1 3 - Business Name: 9 &/ -1'/ Billing Address: / f-4 , .4/ , Business Address: ,.our/ f Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES — INSPECTION FEES _ PERMIT FEE _ FALSE ALARM FEE Site Plan N/C _ Annual N/C _ Sprinkler $50 _ 1st Alarm N/C I Ttl) ulti .06 sf _ 1st Re- inspection N/C _ Standpipes $50 _ 2nd Alarm N/C (Minimum Charge $25.00 _ 2nd Re- inspection $100 _ Fire Pump $50 _ 3rd Alarm N/C Ei Plan Revisions DBL _ 3rd Re- inspection $250 _ Hoods $50 J 4th Alarm $100 _ 4th Re- Inspection $500 _ Fire Alarm $50 _ 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until _ LP Gas $50 _ 6th Alarm $200 _ 0 - 25 Heads $50 violations corrected) _ Natural Gas $50 _ NON COMPLIANCE $150 26 plus Heads $100 _ SPRINKLER SYSTEMS _ Fuel Tanks - per tank $50 STANDPIPE SYSTEM _ Hydro Undergrounds $45 _ Sparklers $100 0 Per Riser $50 _ Hydrostatic Test $65 per system _ Fire Works $500 FIRE PUMP _ Acceptance Test $45 per system _ Camp Fire $25 ❑ Per Pump $100 _ Hydrant Flow $75 _ Controlled Bum $100 _ FIRE ALARM SYSTEM _ Hood/Duct $50 _ 0 - 25 Devices $50 — FIRE ALARM SYSTEM _ Place of Assembly $50 Annual 26 plus Devices $100 _ System Acceptance $50 _ Fire Protection $25 SUPPRESSION SYSTEMS _ Recall Acceptance $50 _ Flammable Application $50 Annual — Wet $50 _ OTHER _ Waste Tire Storage $50 Ann _ Dry $50 _ Fire Wall/Smoke Wall $15 rwail _ Generator < KW $100 _ CO2 $50 _ LP Gas $25 per tank _ Generator >30 KW 150 Other $50 _ Natural Gas $25 per system — Bio-Hazard Waste $100 Annual KITCHEN EXHAUST _ _ Fumigation Tenting $50 E l Hood/Ducts $50 _ Tent 10'x10' or greater $15 per tent _ Torch Pot/Applied $50 OTHER _ Fire Pump $45 _ Haz. Materials $100 Annual _ LP Installation per tank $50 _ Fire Suppression $30 Fuel Tank Installation $50 _ System Acceptance (Per Tank) $50 _ Exhaust Hood/Duct $30 El Natural Gas Installation $50 Re- inspection DBL V / (Per System) r (other than annual) 17 / D Spray Booth $50 El Inspection scheduled DBL — ,2117 to �/ and cancelled less than _ j[ / J 5 24 hours /����(�1 ` / --- R Construction Insp. N/C 1 c/ Emergency Vehicle Ac. F ALSE ALARM PLANS TOTAL N— INSPECTION TOTAL PERMIT TOTAL TOTAL r^` h GRAND TOT "- Comments: � cf>!'�SLU Ci 4i Pik t i- k -11Y- 4 -1 c e .s ✓-_,c i i , rue/ A: c - rJ J 6vJ iv% it c. vS 5 �' F Date: /01 , InsA err/ 6 4 1- — _z m u z a 0 !Y U z 0 u c TING 8" BLOCK WALL OPEN TO BELOW RAILING EXISTING STORAGE MEZZANINE �n RAILING X ol EXISTING STAIRS DOWN TO MAIN LEVEL AREA NOT SHOWN EXISTING INTERIOR SECOND LEVEL FLOOR PLAN 311ro" = 1' O" \ , " ) (3 ® V EXISTING EXISTING WOMEN3 MENS O� Eo EXISTING MECHANICAL ROOM a Q u a a 3 l Q u 0 z EXISTING INTERIOR MAIN LEVEL FLOtpR PLAN 3 1Iro" = I' O" _ Qy N� . ^ W O 2Qtc V' V o0 W°00 tic � M q o -4 l o Qy�wM� Z � WW ILA-� 0 � { o O c } N U1 Q� z O , O O U- to Z � N � U �O z G 1 OF 4, EXISTING INTERIOR MAIN LEVEL FLOtpR PLAN 3 1Iro" = I' O" _ FIRE INSPECTION REQUIREMENT NOTES= (1) CERTIFIED FIRE EXTINGUISHERS SHALL BE INSTALLED ACCORDANCE WITH NFPA 10 AND SHALL BE INSTALLED WITHIN 75' OF TRAVEL DISTANCE, (2) PANIC HARDWARE SHALL BE ON EXIT DOORS (3) AN ASSEMBLY PERMIT WILL NEED TO BE OBTAINED BY OCCUPANT, (4) ENSURE FIRE RATED WALLS (ADJACENT UNITS) ARE SEALED AT ROOF DECK AND ANY PENETRATIONS ARE PROPERLY SEALED TO MAINTAIN THE 1 HOUR FIRE RATING (5) IF A/C UNITE ARE 2000 Cr-M'S OR MORE, DUCT DETECTORS WILL BE REQUIRED WITH REMOTE KEY SWITCH TO RESET UNITS TOTAL AREA UNDER ROOF 11138 60, FT, OCCUPANCY LOAD CALCULATIONS JAZZERCISE AREA 1225 SQ, FT. / 50 GROSS = 25 PEOPLE EXERCISE AREA WITH EQUIPMENT 6861 $0, FT, / 50 GROSS - 138 PEOPLE ALL STORAGE AREAS 20,3 SQ, FT, / 300 GROSS = l PEOPLE OFFICE AREAS (BUSINESS) 160 50, FT, / 100 GROSS - 2 PEOPLE ALL RESTROOMS 165 50, FT, NOT IN OCCUPANCY LOAD CALCULATIONS RECEPTION AREA (BUSINESS) 200 SQ, FT, / 100 GROSS ■ 2 PEOPLE MECHANICAL t ELECTRICAL AREAS 436 $0, FT, / 300 GROSS - 2 PEOPLE TOTAL OCCUPANT LOAD 116 PEOPLE TING 8" BLOCK WALL OPEN TO BELOW RAILING EXISTING STORAGE MEZZANINE 0 1515 SQ. FT, NO CHANGE TO TN(S AREA NURSERY 542 SQ, FT, EXISTING STAIRS DOWN TO MAIN LEVEL AREA NOT SHOWN , , , EX15TING INTERIOR SECOND LEVEL 1=LOOR FLAN 311ro" = V O i---- EXISTING 8" BLOCK WALL CLOSET n 54 SQ, FT, o REMOVE EXISTING FRAME LVALL AT THIS AREA EXISTING STEEL SUPPORT COLUMNS, LOCATION IS - - - - APPROXIMATE Cv ------- - - - - -- ---------------- - - - - -- ---- - - - - -- ----------------------------------------------------------------- ---------------------------------------------------------------------- 0------------------------------- ---o------- - - - - -- 41' O" V z 9 m F U1 U z a O lX � A � z U z O JAZZERCISE AREA 1224 80, FT, / 50 GROSS ■ 25 PEOPLE NEW FULL HEIGHT WALLS BUTT TIGHT TO BOTTOM OF EXISTING DROP CEILING 16" TALL WALLS --- \ TREADMILL AREA I I TREADMILL AREA TREADMILL AREA INCLUDED IN EXERCISE (I INCLUDED IN EXERCISE I I INCLUDED IN EXERCISE AREA WITH EQUIPMENT AREA WITH EQUIPMENT AREA WITH EQUIPMENT HALLWAY 186 SQ, FT, OPENING 6'O "X6'8" INTERIOR DOOR WITH BALL CATCH LATCH SYSTEM, EACH DOOR TO BE ACTIVE EXERCISE AREA WITH EQUIPMENT 6861 6Q, Ft, RAILING STORAGE 492 SQ, FT, ELECTRICAL ROOM TO HAVE EXISTING STAIRS UP TO O H OU R EE TE D WALL AND CLOSET STORAGE MEZZANINE AREA CUSTOM DOOR TO FIT 48 X82 NOT SHOWN R.O., VERIFY IN FIELD, DOOR 28 50, FT, Z ETO HAVE PANIC HARDWARE EXISTING 8" BLOCK WALL EXISTING MECHANICAL ROOM 375 SQ, Ft, EXISTING ELECTRICAL PANELS EXCEED REQUIREMENTS FOR NEW TENANT. �z O U �u� a o u . �a=LLJ �$ °a �Qaq a t�oa7 ELECTRICAL RM 3'0" X 6'8" ONE HOUR [ 63 SQ, FT, FIRE RATED HOLLOW METAL DOOR 4 FRAME WOMENS 41,5" 3'011 4V 211 O r . Lo 3' 4 4 ��„ i v 0 c OI R It 23' O" CUT FLOOR AS NEED TO INSTALL NEW PLUMBING DRAIN LINES FROM NEW FIXTURES TO CONNECT TO EXISTING DRAIN LINES, PATCH FLOOR I w 3' 4" '5z Q z� P� �o i � t 34'6" 14' O" 0 O" 16' 1i 2 3'0 "X6'S" I • RECEPTION AREA 200 3Q, FT, EXISTING EXISTING OFFICE OFFICE 160 So, FT, I • IT 10 (1) DROP CEILING METAL GRID AND TILE SYSTEM ( NO CHANGE ) (2) CEILING MOUNT FLUORESCENT LIGHT FIXTURES ( NO CHANGE ) (3) RECEPTACLES EXISTING ( NO CHANGE ) (4) LIGHTED EXIT SIGNS AND EMERGENCY LIGHTS SHOWN ARE EITHER NEW OR EXISTING, ALL FIXTURES TO HAVE BATTERY BACK UP. (5) H.V.A.C. UNITS TO BE REPLACED. EXISTING DUCT SYSTEM TO REMAIN. H,V.A.C, CONTRACTOR TO ADD VENTS AS NEEDED IN NEW AREAS, TING 8" BLOCK WALL REVISED INt1 ERROR MAIN LEVEL r-LOOR PLAN 311 (o" = V O" x r o SO SQ, FT, - 4 y2" 0 EXISTING EXISTING 5' Iy2„ 31 IV2 MENS 8 „ 5yz E o LA 3' O" I X 4�i" cc X MENS � 4' in 3' O" eENCu ELECTRICAL ROOM TO HAVE EXISTING STAIRS UP TO O H OU R EE TE D WALL AND CLOSET STORAGE MEZZANINE AREA CUSTOM DOOR TO FIT 48 X82 NOT SHOWN R.O., VERIFY IN FIELD, DOOR 28 50, FT, Z ETO HAVE PANIC HARDWARE EXISTING 8" BLOCK WALL EXISTING MECHANICAL ROOM 375 SQ, Ft, EXISTING ELECTRICAL PANELS EXCEED REQUIREMENTS FOR NEW TENANT. �z O U �u� a o u . �a=LLJ �$ °a �Qaq a t�oa7 ELECTRICAL RM 3'0" X 6'8" ONE HOUR [ 63 SQ, FT, FIRE RATED HOLLOW METAL DOOR 4 FRAME WOMENS 41,5" 3'011 4V 211 O r . Lo 3' 4 4 ��„ i v 0 c OI R It 23' O" CUT FLOOR AS NEED TO INSTALL NEW PLUMBING DRAIN LINES FROM NEW FIXTURES TO CONNECT TO EXISTING DRAIN LINES, PATCH FLOOR I w 3' 4" '5z Q z� P� �o i � t 34'6" 14' O" 0 O" 16' 1i 2 3'0 "X6'S" I • RECEPTION AREA 200 3Q, FT, EXISTING EXISTING OFFICE OFFICE 160 So, FT, I • IT 10 (1) DROP CEILING METAL GRID AND TILE SYSTEM ( NO CHANGE ) (2) CEILING MOUNT FLUORESCENT LIGHT FIXTURES ( NO CHANGE ) (3) RECEPTACLES EXISTING ( NO CHANGE ) (4) LIGHTED EXIT SIGNS AND EMERGENCY LIGHTS SHOWN ARE EITHER NEW OR EXISTING, ALL FIXTURES TO HAVE BATTERY BACK UP. (5) H.V.A.C. UNITS TO BE REPLACED. EXISTING DUCT SYSTEM TO REMAIN. H,V.A.C, CONTRACTOR TO ADD VENTS AS NEEDED IN NEW AREAS, TING 8" BLOCK WALL REVISED INt1 ERROR MAIN LEVEL r-LOOR PLAN 311 (o" = V O" O� 3 g z�y n 4e � F � W a 0 0� Qa ►- Q d O mu ZQ z SL)a �3 4 Y u 0 J m iA z �y N� ^ W �QN N.i C�R Gp y� Q-0CW� M M hZ�p V 2oNoD C4 t W �H°W 0 F= O � Z Q ID -A N O a z � o z Q 0 � V A O � ll1 —U 0 t 1-- FIG 2 OF: .4 RESTROOMS \ SO SQ, FT, 30 EXISTING EXISTING WOMENS MENS 0� E o O� 3 g z�y n 4e � F � W a 0 0� Qa ►- Q d O mu ZQ z SL)a �3 4 Y u 0 J m iA z �y N� ^ W �QN N.i C�R Gp y� Q-0CW� M M hZ�p V 2oNoD C4 t W �H°W 0 F= O � Z Q ID -A N O a z � o z Q 0 � V A O � ll1 —U 0 t 1-- FIG 2 OF: .4 CEILING J015T FRAMING PLAN 1/4" = 1' O" 2X4 #2 SPRUCE STUD WALL WITH SINGLE TOP I EXISTING DROP CEILING PLATE AND SINGLE 2X4 P.T. BOTTOM PLATE. STUDS TO BE SPACED 16" OC, USE 1/2" GYPSUM BOARD EACH SIDE OF WALL. EXTEND WALL BEYOND EXISTING DROP CEILING AND BRACE TO EXISTING CEILING JOIST ABOVE --------- - - - - -- ---------------- - - - - -- ---- - - - - -- DROP CEILING INTERIOR WALLS OF RESTROOM TO BE 2X4 0 2 SPRUCE STUD WALL WITH SINGLE TOP PLATE AND SINGLE 2x4 P,T, BOTTOM PLATE. STUDS TO BE SPACED 16" OC, USE 1/2" GYPSUM BOARD EACH SIDE OF WALL, EXISTING SLAB WALL SECTION DETAIL OPTION 0 2 NOT TO SCALE J LL z �w G1 } , ELECTRICAL LEGEND CE::10 " Z�NN� exlr tA M V DO EMERGENCY LIGHT / EXIT SIGN EMERGENCY LIGHT WITH 'Zo COM60 UNIT WITH BATTERY BATTERY BACK UP BACK UP v W 1 p CEILING STANDARD DUPLEX RECEPTACLE LIGHT FIXTURE SWITCH DOUBLE TOP PLATE AND SINGLE 2> GEI BOTTOM PLATE, STUDIO TO BE SPA( Q z Or—, USE 1/2" GYPSUM ?BOARD EACH GROUND FAULT BATH FAN DUPPLEX RECEPTACLE FRONT VIEW TOP VIEW 3 1 21/2 11 L L 'O MINIMUM CLEAR OPENING I I o i I o I i FINISH FLOOR NI LOUD A,D.L. WATER FOUNTAIN DETAIL NOT TO S 3/4" CDX PLYWOOD 2X6 0 2 PINE CEILING JOIST * 24" Or- WALL SECTION DETAIL OPTION "1 NOT TO SCALE - 1/2" GYPSUM CEILING BOARD 3 WITH '4 P.T. :ED 16" SIDE RE6TROOM ELECTRICAL. PLAN 1/4" =I' 0" 54" MIN , PAPER IS" MIN F 18" MIN 24" MIN PAPER y 42" MIN HOLDER LAV I CLEAR FLOOR � SPACE HANDICAP TOILET DETAIL --------- - - - - -- 60" MIN GRAB BARS A GRAB BAR SHALL BE PROVIDE, LOCATED 33" INCHES FROM AND PARALLEL TO THE FINISHED FLOOR, MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF NOT MORE THAN 1/2 INCH AND, I, SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES 2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 LOS APPLIED AT ANY POINT, DOWNWARD OR HORIZONTALLY, 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH, SPECIAL NOTE. GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. 5, SHALL BE AT LEAST 42 114CWES LONG AND SHALL OE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. 6" MAX. TOE CLEARANCE x Il" MAX LAY DEPTH J '*-- S" MIN KNEE CLEARANCE HANDICAP OINK DETAIL SINK I. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP. 2, CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER OR 52" BY 12" FIN18H IN610E DIMENSIONS ADJACENT TO THE LAVATORY AREA, SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY OR SINK �y 2 bZ " Z�NN� tA M V DO y 00 Q k 4 'Zo - - - - - - - - - - - - - - - ----- ------- - - - - - - - - -- - --- - - - - -- v W TYPICAL 2X4 #2 SPRUCE STUD WALL 0 F DOUBLE TOP PLATE AND SINGLE 2> BOTTOM PLATE, STUDIO TO BE SPA( Q z Or—, USE 1/2" GYPSUM ?BOARD EACH OF WALLS N O EXISTING SLAB WALL SECTION DETAIL OPTION "1 NOT TO SCALE - 1/2" GYPSUM CEILING BOARD 3 WITH '4 P.T. :ED 16" SIDE RE6TROOM ELECTRICAL. PLAN 1/4" =I' 0" 54" MIN , PAPER IS" MIN F 18" MIN 24" MIN PAPER y 42" MIN HOLDER LAV I CLEAR FLOOR � SPACE HANDICAP TOILET DETAIL --------- - - - - -- 60" MIN GRAB BARS A GRAB BAR SHALL BE PROVIDE, LOCATED 33" INCHES FROM AND PARALLEL TO THE FINISHED FLOOR, MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF NOT MORE THAN 1/2 INCH AND, I, SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES 2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 LOS APPLIED AT ANY POINT, DOWNWARD OR HORIZONTALLY, 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH, SPECIAL NOTE. GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. 5, SHALL BE AT LEAST 42 114CWES LONG AND SHALL OE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. 6" MAX. TOE CLEARANCE x Il" MAX LAY DEPTH J '*-- S" MIN KNEE CLEARANCE HANDICAP OINK DETAIL SINK I. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP. 2, CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER OR 52" BY 12" FIN18H IN610E DIMENSIONS ADJACENT TO THE LAVATORY AREA, SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY OR SINK �y 2 bZ " Z�NN� tA M V DO y 00 Q k 4 'Zo Q y� w M - Z 3J 'n W Z 00 tn' 2 v W tA 0 F Q z N O a 0� z ° o z Q Q O � MM —U l i='Cx 3 OF 4 pase_B_glt-ormr BXUV.U309 Fire Resistance Ratings - ANSI /UL 263 Design /System /Construction /Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance he the technical __r kx :`._ff p rn d =d b thA_ product manufacturer noted for the desi n. Users of f" consult the - Ine - G ire resistance assemblies a �i.' P g re advised to __nsuit _.._ y _.�_r_I �_�_ e .�_ -ti r - h product category and each group of _ f ,r ct c assemblies. The Guide Information includes specifics concerning r lassified, Lisieci, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See Gen eral Informati for Fire R esistance Rati ANS 11UL 263 Design No. U309 September 30, 2009 Bearing Wall Rating — 1 HR. Finish Rating — See Items 2, 2A and 26 Load Restricted for Canadian Applications — See Guide 8)(UY_7 24 # 0. C. 24" O.C. 2 X 4 FirttWpped 1. Wood Studs — Nom 2 by 4 in., spaced 24 in. OC effectively firestopped 2. Gypsum Board* — 5/8 in. thick, 4 ft wide, applied either horizontally or vertically, nailed to studs and bearing plates with 6d cement coated nails 1 -718 in, long, 0.0915 in. shank diam and 1/4 in. diam heads spaced 7 in. OC. Finish Rating 27 Min. When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Item 5) are used, wallboard attached to furring channels with 1 in, long Type S bugle -head steel screws spaced 12 in. OC. When Item 6, resilient channels are used, 5/8 in. thick, 4 ft wide applied vertically. Screw attached furring channels with 1 in. long, self - drilling, self - tapping Type S or S -12 steel screws spaced 8 in. OC, vertical joints located midway between studs. 3. Joints and Nailheads — Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. Gypsum plaster not more than 1/8 in. thick may be applied over the wallboard in addition to the specified joint treatment. 4. Batts and Blankets* — (Not Shown) — Optional glass fiber insulation. CERTAINTEED CORP JOHNS MANVILLE INTERNATIONAL INC OWENS CORNING 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib /ft Alternate application method: The Fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib /ft U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 45. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 4C. Batts and Blankets* — Required for use with resilient channels, Item 6, 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC — Type SAFE 4D. Glass Fiber Insulation — (As an alternate to Item 4C) — 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and /or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. face of the studs with staples placed 24 in. OC- See Batts and Blankets (BKNV or BZJZ) Catagories for names of Classified companies. 4E. Batts and Blankets* — (Required for us with Wall and Partition Facings and Accessories, Item 2A) — Glass fiber insulation, nom 3 -1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction -fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 5 Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 718 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self- tapping C6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each Range of the channel. Wallboard attached to furring channels as described in Item 2. b. Steel Framing Members* — used to attach furring channels (Item a) to studs (Item 1) . Clips spaced 48 in. OC., and secured to studs with No. 8 x 2 -1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Type RSIC -1. 6. Furring Channel — Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG gaiv steel, spaced vertically 24 in. OC, Flange portion screw attached to one side of studs with 1 -1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 4C or 4D is required. 6A. Steel Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min. 1 -3/4 in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance " ONLINE CERTIFICATIONS DIRECTORY L BXUV.L501 Fire Resistance Ratings - ANSI /UL 263 ba Bottom Design /System /Construction /Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. t provided b the d the first contact for assistance be the technical service staff • issues arise it is recommended P Y When field s product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire Resistance Ratin - ANSI /UL Design No. 1_501 July 27, 2009 Unrestrained Assembly Rating — 1 Hr. Finish Rating — 30 Min. or (16 Min. See Item SA) Load Restricted for Canadian Applications — See Guide B XUV7 1. Flooring Systems — The flooring system shall consist of one of the following: System No. 1 Subflooring — Min 1 by 6 in. T & G lumber fastened diagonally to joists, or min 15132 in. thick plywood or min 7116 in. thick oriented strand board (OSB) wood structural panels, min grade "C -D" or "Sheathing ". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. Vapor Barrier — Nom 0.010 in. thick commercial rosin -sized building paper. Finish Flooring — Min 1 by 4 in. T & G lumber installed perpendicular to joists, or min 19/32 in. thick wood structural panels, min grade "Underlayment" or "Single- Floor'. Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. S. Gypsum Board* — Nom 5/8 in. thick, 48 in. wide gypsum board, installed with long dimension perpendicular to joists. Gypsum board secured with 1 -7/8 in. long, 6d cement coated nails spaced 6 in. OC. AMERICAN GYPSUM CO — Types AGX -1, AG -C Floor Mat Materials* — (Optional) - Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* — (Optional) -Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 60 /040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 314 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 -1/2 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 65/075 and Quiet Qurl 65/075 N 2. Wood Joists — Min 2 by 10, spaced 16 in. OC and effectively fireblocked in accordance with local codes 3. Cross Bridging — Min 1 by 3 in. or min 2 by 10 solid blocking. 3A. Horizontal Bridging — Used in lieu of Item 3 in same joist bay as ceiling damper (item 4), when ceiling damper is employed. Wood 2 by 4 in. secured between joists with nails. 4. Ceiling Damper* - (Optional) — Max nom area shall be 198 sq in. Max rectangular size shall be 12 in. wide by 16 -1/2 in. long. Max height of damper shall be 9 -3/8 in. Aggregate damper openings shall not exceed 99 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. A steel grille (Item 7) shall be installed in accordance with installation instructions. AIR BALANCE INC — Type 299 (See Item 5A) AIR KING LTD — Series AS, Series AK DLX: DAMPERS AND LOUVERS EXPRESS — Models CRD.S.HC, CRD.R.HC E H PRICE LTD — Models CO- S /R -HC, CD -RD -HC GREENHECK FAN CORP — Model CRD -1W3 METAL -FAB INC — Models MSCDHC, MRDCHD INCA MFG INC — Models CD- S /R -HC, CO -RD -HC RUSKIN CO — Model CFD7 UNITED ENERTECH CORP — Models C- S /R- HC( -A), C- RD- HC( -A) wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel is installed beetween the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layver(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener leength shall be increased by a minimum of 112 in. Not evaluated or intended as a substitute for the requkred layer(s) of UL Classified Gypsum Board. QUIET SOLUTION INC — Type QuietRock QR -510. 8. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr I With All Standard Items Required) - 112 in., 518 in., 314 in. or 1 in. thick, min. 32 in. wide.- Applied verticall,ly or horizontally With vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, ancd a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are uused, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO — Type PermaBase 9. Non - Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud opr nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically ands fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. verticcally, Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a rmax. 16 in. OC. vertically, Maximum one non - bearing wall partition intersection per stud cavity. Non- bearincg wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 8. Steel Corner Fasteners — (Optional -not shown) - Used to attach ends of gypsum board at wall intersection where joists run parallel to wall. Channel shaped, 2 in. long by 1 in. high on the back side with two 118 in. wide cleats protruding into the 518 in. wide channel, fabricated from 24 gauge galvanized steel. Fasteners nailed to face of wall bearing plate through fastener tab with one No. 6d cement coated nail, spaced not greater than 16 in. OC and 2 in. from edge of gypsum board. Fasteners covered with gypsum board facing applied to intersecting wall. *Bearing the UL Classification Mark BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX -1 CERTAINTEED GYPSUM INC — Types EGRG, FRPC, SF3, ProRoc Type C, ProRoc Type X CERTAINTEED GYPSUM CANADA INC — Types ProRoc Type C, ProRoc Type X, ProRoc Type Abuse - Resistant CANADIAN GYPSUM COMPANY — Types C, IP -X1, IP -X2, IPC -AR, SCX, WRX GEORGIA- PACIFIC GYPSUM L L C — Types 5, 9, C, GPFS1, GPFS6, DA, DAP, DAPC, DGG, DS. LAFARGE NORTH AMERICA INC — Types LGFC3, LGFC6, LGFC6A, LGFC -C, LGFC -C /A NATIONAL GYPSUM CO — Types FSK, FSK -C, FSK -G, FSW, FSW -2, FSW -3, FSW -C, FSW -G PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types C, PG -3, PG -4, PG -5, PG -6, PG -9, PG -C, PG -11 PANEL REY S A — Type PRC SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX -1 TEMPLE - INLAND FOREST PRODUCTS CORP — Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type -X, Soffit -Type X, TG -C, GreenGlass Type X. UNITED STATES GYPSUM CO — Types C, IP -X1, IP -X2, IPC -AR, SCX, WRX USG MEXICO S A DE C V — Types C, IP -X1, IP -X2, IPC -AR, SCX, WRX SA. Gypsum Board* — (Finish Rating - 16 min.) Required when Air Balance Inc. Type 299 ceiling damper (Item 4) is installed. Nom 518 in. thick, 48 in. wide gypsum board, installed with long dimension perpendicular to joists. Gypsum board secured with 1.7/8 in. long, 6d cement coated nails spaced 6 in. OC with the first nails located 1/2 in. and 3 in. from the board edges. UNITED STATES GYPSUM CO — Type C USG MEXICO S A DE C V— Type C 6. Finishing System - (Not shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw- heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. 7. Grille — Steel grille, installed in accordance with the installation instructions provided with the ceiling damper. �y N'J V Q NN.� V DO Vt y W W0 O tic � Z O N O� V O M pvy 2 O 1' Q 4 O N (31 1E z � p F•— O Q Vl O O O -- U O u 1 G 4 OF 4 ti O� CV O Z�NN v c � O o Liz y , v . W Z o :t �MQW 10E O 4 Q z O AC z 9 cn u z LL O a ° n a z O O U t t 1 t r M z I_ li. , e f t t Please be -�vised this review of plans submitted is a cursory review to assis the conttaft in cornpiiam with coicable fro safety (Wes. Tbil review is not intended to be a final apprvvat of the viW plans. It is ft contractor's sole rGsgonss�ijrty to GW that the plans are in complete c "j>H once wilt _ le NFpA oases and Iocel wMatices, er examination or site inspection retr$al$ 4 pliance, it shall be the contractors sole (es their solo expenZ8 to bring those areas in cornpllance. `j'he City Mums no responsibility for the contractor's failure to be in conp>rarm with all applicable NFPA Codes and WA ordinanon. z- EX 16TING INTERIOR r FLAN 3 /i & = 1 O" ALL WORK SHALL COMPLY WITHALL PREVAILING CODES, FLORIDA BUILDP G CODE, NATIONAL ELECTRIC CODE ANT) CITY OF ZEPHYRIIILLS ORDINANCES 0 t V J z 'Al S U- 0- j O 3: / N O V O O r , --f M 0 z r11 TOTAL AREA 10240 8Q, 1=t, PCx . I I O� 3 z m u z a 0 a a 0 u z 0 0 u REVISED INTERIOR FLOOR PLAN 3 1Iro" = I O" 0 F 6 �y N� ^ W CV p Z�N V to M V DO 4QC O W � M l o hZ�O v O W t Zo �Q� O Q Q 'N � cal � O � z ' o � z Q � Z � O�fr 0 = O TOTAL AREA 10240 SQ, 1=T, F'C-s 2 OF 3 LL z } F'\ 1 CEILING J015T FRAMING PLAN 1/4 = 1 O 3/4" CDX PLYWOOD 2X6 *2 PINE CEILING JOIST 0 24" OC WALL 5ECTION DETAIL OPTION #1 NOT TO SCALE 1/2 GYPSUM CEILING BOARD WITH t P,T, =D Iro' 31DE FRONT Vlr=W TOP vIr=W 3' 2 1 , 11 F Y L MINIMUM CLEAR OPENING I I 3ye ,1 I 0 I o I (V I FINISH FLOOR ELECTRICAL LEGEND ------------------ - - - - - -- Y �N14 �- EXIT 1 � y : 4 6 EMERGENCY LIGHT /EXIT 01GN EMERGENCY LIGHT WITH COMBO UNIT WITH BATTERY BATTERY BACK UP BACK UP COLIN' STANDARD DUPLEX RECEPTACLE LI4GHT FIXTURE suarcu GFKP ® O ' GROUND FAULT BATH FAN DUPLEX RECEPTACLE NI LOUD A,D.L, WATER FOUNTAIN DETAIL NOT TO SCALE 2X4 "2 SPRUCE STUD WALL WITH SINGLE TOP L EXISTING DROP CEILING PLATE AND SINGLE 2X4 P,T, BOTTOM PLATE, STUD$ TO BE SPACED lro" cc. USE 1/2" GYPSUMM BOARD EACH SIDE OF WALL, EXTEND WALL BEYOND EX15TING DROP CEILING AND BRACE TO EXISTING CEILING JOIST ABOVE DROP CEILING M D �-) � f I fl z } 0 6�" T6 (�L INTERIOR WALLS OF RESTROOM TO BE 2X4 "2 SPRUCE STUD) WALL WITH SINGLE TOP PLATE AND SINGLE :2X4 P,T, BOTTOM PLATE, 5TUD5 TO BE SPACE =D 16" CC, USE 1/2" GYPSUM BOARD EACH SIDE (OF WALL, EXISTING SLAB WALL 5ECTION DETAIL OPTIION 0 2 NOT TO SCALE E6TROOM ELECTRICAL PLAN 1/4" = I' O 94" MIN TOILET 16" MIN 18" MIN 24" MIN PAPER 42" MIN HOLDER o LAv 71 x CLV;R FLOOR 8f'ACE HANDICAP TOILET DETAIL - - - ------------ i 6U" MIN GRAB BARB A GRAB BAR SHALL BE PROVIDE, LOCATED 33" INCHES FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF NOT MORE THAN 1/2 INCH AND, 1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES 2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 3. SHALL BE 60 DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 L138 APPLIED AT ANY POINT, DOWNWARD OR HORIZONTALLY. 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH. SPECIAL NOTE. GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT, B. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENT ERED AT THE LEADING EDGE OF THE WATER CLOSET. 6" MAX. TOE CLEARANCE ------------------ - - - - - -- Y �N14 �- MM V o0 W Q M 1 � y : 4 6 3 jvN Q Z 11� 1 " 2oNo�N� W 11" MAX LAV DEPTH --/ ' - S" MIN KNEE CLEARANCE HANDICAP SINK DETAIL. SINK I. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP. 2. CLEAR FLOOR SPACE RE8TROOMS 814ALL NAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER OR 52" BY 12" FINISH INSIDE DIMENSIONS ADJACENT TO THE LAVATORY AREA, SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM CF IS" UNDERNEATH THE LAVATORY OR SINK ny Z V 2 �N14 �- MM V o0 W Q M � ^ v y : 4 6 3 jvN Q Z 11� 1 " 2oNo�N� W 0 O U! a m Z o z Q- 11. -n om o :r 1�- T o _ p 0 LU w TOTA AR5A 10240 5Q, 3=T, PCs 303.