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HomeMy WebLinkAbout38130 Pretty Pond Rd (10)5 ��ao Updated 2>>>>> Oct 15, 01 Jurisdictioncocci Building Cede and Zoning > �e 4arch T.\�' Commons Pretty U)V M N; 0000: 3 ; 000,0,0 >>>> W c1c.cc 2 G � \ \r\.. ; IV :aCity ol s GENERAL PLUMBING AB ANCHOR BOLTS ABBREV ABBREVIATION (S) APPR APPROVED ID INSUL INT INSIDE DIAMETER INSULATION INTERIOR G 1,1 COVER P-0,1 FIRST FLOOR PLUMBING - DEMOLITION PLAN • D ' � sd• ?elnll " is p ice Building - ��i,a�tar'T �1�'Inz lumbing rTCr Life Safety Electric Accessibility o - _ ._.:... .,.�f� � �.c.`��. ,_.. , '�=�.�a�; ` .3 ...,:::. .... .. zrir y. :\ :._�:: FloridaldI Code 2010,sG \.. \.:::, Code ` 0 1 ` _-- ..., : _.... 3 ti - iI . : , (20 � 9 � '::_ _ I . � . � � ' d �. 3 - ; a ' L...� �.:..... �.. °d - National Electric, Code 2008 r _ .3 ,s ..,. ACOUS ACOUSTICAL AC ASPHALT CONCRETE A/C AIR CONDITIONING AFF ABOVE FINISHED FLOOR FINISHED SLAB ALUM AAFS B MINUMVE BD BOARDMAIN BLKDG BLOCK BUILDING BEAM BOB BOTTOM OF BEAM BOT BOTTOM C/C CENTER TO CENTER CCJ CONCRETE CONTROL JOINT CER CERAMIC CH CEILING HEIGHT CJ CONTROL JOINT R CLOSET CLCLEAR JAN LAV LEV LTG LTWT MAT'LT MAX MECH MET MEZZ MFR MFR MO MIN MULL N N.I.C. JANITOR LAVATORY LEVEL LIGHTING LIGHT WEIGHT MAINTENANCE MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURER MISCELLANEOUS MASONRY OPENING MINIMUM MULLION NEW NOT IN CONTRACT NUMBER \. s . m G-1,2 SHEET INDEX AND PROJECT INFORMATION P-0.2 FIRST FLOOR DOMESTIC - DEMOLITION PLAN G-5,1 GENERAL CONDITIONS I P-1,1 FIRST FLOOR PLUMBING - RENOVATION PLAN G-5.2 GENERAL CONDITIONS II �� P-1.2 FIRST FLOOR DOMESTIC - RENOVATION PLAN P-13 ENLARGED PLANS -TYPICAL UNIT PLANS is Other Agencies e I. Occupancy-- Building Use" ry r.. e 1 --sr3rc tion - - ...'.:. � It ... , .. d �. v Senior housinq L t f r r, � a i o� al Group 1-1 re "?.wind r �...� building cl assii ed a4. 3 i; . & A21,A3 nion, MASONRY UNITNO CMU CONC MA COL COLUMN CONC CONCRETE CONN CONNECTION CONT CORK CORRIDORUS CSK COUNTER SINK DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIR DIRECTION N DBL DOUBLE DN DOWN DR DOOR DS DOWNSPOUT DWG DRAWING NTS NR OC OD OFFF OpN'G OP HD PL PLAS PLYWD PR PREP R RAD RD REF NOT TO SCALE NON RATED OFF CENTER OUTSIDE DIAMETER OF ICE OPENING OPPOSITE HAND PLATE PLASTER PLYWOOD PAIR PREPARATION RISER RADIUS ROOF DRAIN REFERENCE ARCHITECTURAL P-5,1 DETAILS AND NOTES STATE OF FLORIDA REGISTERED ARCHITECT : z c o ° N 8 Z 0 � , Q w � � �z z¢ A-0,1 LIFE SAFETY PLAN - OCCUPANT LOAD AND EGRESS : P-9,1 SANITARY PLUMBING - ISOMETRICS ROBERT A. GLISSON AR0015123 A-0,2 LIFE SAFETY PLAN - WALL RATINGS ; ; ! P-9,2 TYPICAL UNIT DOMESTIC WATER ISOMETRICS A-1,2 WALL TYPE LEGEND Hazardous Areas Occupant Lod SpecialOCa Reg. 43 people - i ernory care floor only - A-2.1 DEMOLITION PLAN ELECTRICAL EA EACH ELEC ELECTRICALRES EL ELEVATION ELEV ELEVATORRM EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING EJ EXPANSION JOINT REINF REQ'D RO SECT SIM SPECS REINFORCE REQUIRED RESILIENT ROOM ROUGH OPENING SECTION SIMILAR SPECIFICATIONS A-5.1 DIMENSIONED FLOOR PLAN - FIRST FLOOR E-1 LEGEND / NOTES / SPECIFICATIONS on tr uc - - A-5.2 DIMENSIONED FLOOR PLAN - SECOND FLOOR E-2 FIRST FLOOR PLAN - DEMOLITION E EXTERIOR EWC ELEC WATER COOLER SS STD STAINLESS STEEL STANDARD "IS Construction Tpe - FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR STL STRUCT SUSP STEEL STRUCTURAL SUSPENDED A-6.1 DOOR SCHEDULE E-3 FLOOR PLAN - LIGHTING C i J - Apr rrller e Max. Stories Max. �e� Max. Smoke Area �> (exi � i x_ - ax, all .ved with , c, le „ c � .ad �. . M ..� t atese tg � � a v al axis .p c.�, _..., cC?n�tn,.,.tiia,i .... to be a.1de<o tc1� eyistinq FO FINISHED OPENING FACE OF RETE FOS FACE OF STOUDC FOW D FOUNDATONLL FRP FIBER REINF PLASTIC FD FLOOR DRAIN FS FLOOR SINK FS FULL SIZE FT FEET SYM T TEMP P TEM TEL THK TYP UNO SYMETRICALFOC TREAD TONGUE& GROOVE TEMPERED TELEPHONE THICK TYPICAL UNLESS OTHERWISE NOTED � A-1 1.1 ENLARGED TYPICAL UNIT PLANS EA FLOOR PLAN - POWER A-11.2 ENLARGED COMMON AREA PLAN ; ' E-5 FLOOR PLAN - SYSTEMS - — — - - -- A-1 1.3 ENLARGED PLANS AND ELEVATIONS - RESTROOMS E-6 EXISTING ELECTRICAL RISER __ ...._._„_.__ Updated ted Oct `- ............._._.........,,,.,_._...._...._ ,,.,.._,.. _._..,,,,_................,.,,,,..,.,.,....,..,,.,,.,, tr" retrir l Loads uila n Code and Zoning Research T m.. r _...A,.,_...,,.,......._....,.,.,,,,,. ,._ ..... ,...........,............_,.,,,,,...voem..__...�_._...._._,.,. ._...._ _� ._ _ _ Floors GL GLA SE GALV GALVANIZED GR GRADE GWB GYPSUM WALL BOARD HDWD HARDWOOD HORIZ HORIZONTAL HM HOLLOW METAL VER VERT W WJ WC W D VERIFY VERTICAL WIDE WITH WATER CLOSET WOOD THE ONS O N PRETTY POND A-1 1 A ELEVATIONS - RESTROOMS E-7 PANELS - DETAILS A-11.5 SECTIONS AND DETAILS - COMMON AREAS E-8 ELECTRIAL ENLARGED UNIT PLANS 38130 Pretty Pond Road A-11.6 MILLWORK ELEVATIONS -COMMON AREAS E-9 ELECTRIAL ENLARGED UNIT PLANS SYMBOL_ LEGEND Zephyrhills, FL 33540 Fire Ratings In hears ! A-12.1 REFLECTED CEILING PLAN - FIRST FLOOR is Exterior Bearing Walls; m :a Exterior N��r�....Br Walls a. TAIL LOCATION OL:�HEET A-12.2 REFLECTED CEILING PLAN -TYPICAL UNITS FIRE PROTECTION ,.F Eterr r Win 0Vr NUMBER \ *` - Interior Bearing Walls Interior Non Brg.Walls Party Wll +\ - I I 1A ENLARGED DETAIL LOCATION I I-- 1 0 HEET NUMBER A-12.3 REFLECTED CEILING PLAN - COMMON AREAS FP-0.1 FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN ' A-13.1 FINISHES PLAN ; ; FP-l.l FIRST FLOOR RENOVATION -RENOVATION PLAN haft Enclosures �..:� _ ._._ ........... .. ,.. ECTION LOCATION IA N FP-5,1 FIRE PROTECTION DETAILS HEET NUMBER r ,a .� .�, ON P �. � �` T Y POND om—SHEET NUMBER Q��INTERIOR ¢ STRUCTURAL ..FloorConstruction 1 ' r ELEVATION LOCATION isRoof ;. Construction exam G irders- rus es S-1,1 GENERAL STRUCTURAL NOTES REVISION 1 NUMBER EXISTING FOUNDATION PLAN (RENOVATIONS) PROJECT DIRECTORY b _..,._ i> > Exterior ColumnsS-2.1 �� is Interior Columns AREAREVISE.0 B S-2.2 EXISTING SECOND FLOOR FRAMING PLAN (RENOVATIONS) It Access Corridors 1A XTERIOR ELEVATION LOCATION 10 NOTE: All requests for additional information and/or clarifications to drawings shall be submitted in HEET NUMBER S-3,1 TYPICAL DETAILS Interior I M e writing (mail,fax or email) to the architect. Requests made in any other form shall not be considered legal and binding information. KITCHENr--ROOM NAME ...Flame Spread Ratings ___.• . 201 ROOM # OWNER PrnCapital CONTACT: GREG ZOIDIS o nns and enclosed S-4.1 SECTIONS AND DETAILS ` m\ � t; e. G DOOR NUMBER 600 Highway 169 South, Suite 701 EMAIL: gzoidis@prnct.com ST LOUIS PARK, MN 55426 Bess S-4.2 SECTIONS AND DETAILS Mirth .iNurn er of Exits _ - - 10/15/13 PERMITSET ARCHITECT W1 WINDOW NUMBER L sMax. Travel Distance See .p1la , rojo ARCHITECTURE PROJECT MANAGER: ANDREAS MILLER - 8/30/13 DESIGN DEVELOPMENT SET s Ilex. Deed End Corridor �r Exit fit° ,.. r �.. .,.j { �_ .. • , 5701 EAST HILLSBOROUGH AVENUE, SUITE 1 130 TELEPHONE: (813) 630-5508 MECHANICAL F63 WALL TYPE Mark Date Description TAMPA, FL 33610 FAX: (813) 630 5518 stairs- .; ?a. PRINCIPAL: JOHN SALDANA itec ure.com a.miller@rojoarchitecture.com Issue/Revision Revision - - M-0,1 FIRST FLOOR MECHANICAL - DEMOLITION PLAN GENERAL CONTACTOR Project ID 13016 CAD File Name Filename Updated Oct 1 . 21TAMPA, Building Cede and Zoning Research The o m on � Pretty Pond R O J O C O N S T R U C T 10 N S I G N WILLIAMS COMPANY TAMPA PROJECT MANAGER: DUANE MILLER M-1,1 FIRST FLOOR MECHANICAL - RENOVATION PLAN Drawn By APM 5402 BEAUMONT CENTER BLVD, SUITE 114 TELEPHONE: (813) 418-3810 Reviewed By JS FL 33634 FAX: (813) 418-3819 Plot Date: 00 00 00 / / J Crean Head Reece Panic Devices ` '' i''' C.'�.L!,m�.r?t load n , t.f,. '. M-1.2 MECHANICAL RENOVATION -ENLARGEMENTS AVANT GUARD 48" EX 4�� 4" EMAIL: dmiller@williamsco.com Record Date: oo.00.00 Sheet Title STRUCTURAL ENGINEER Light el rl io M-2,1 FIRST FLOOR ENLARGED PLANS AVANT GUARD BOLD" TEXT SHEET INDEX MASTER CONSULTING ENGINEERS PROJECT MANAGER: HAMED KAZIMI 5523 W. CYPRESS ST, SUITE 200 TELEPHONE: (813) 287-3600 Natural Light Reg. Min, 8`' of floor area beina ventilated M-5.1 MECHANICAL DETAILS 0 • AND PROJECT INFORMATION TAMPA, FL 33607 FAX: (813) 287-3622 PRINCIPAL: ARMANDO CASTELLON EMAIL: hamed@mcengineers.com _> Natural Ventilation Req. Min, ' of area t. l floor being ventilated, J MECHANICAL, PLUMBING, & FIRE PROTECTION ENGINEER .......... M-6,0 SCHEDULES MES GROUP, INC. PROJECT MANAGER: DAVID MEDINA SHEET SCALE: NTS Plumbing Fitie All o c, p,t units r =ave t eir individual, full athoor'n facility, , , i,•; _ I y „ti �•��, f, on, p , ovi J, _. ,_ �_... _. BACKGROUND PANTONE RED 186 UNCOATED AVANT GUARD "REGULAR" TEXT 00 550 NORTH REO STREET, SUITE 203 TELEPHONE: (813) 289-4700 TAMPA, FL 33609 EMAIL: david.medina@mesgroupinc.com Drawing No, g PRINCIPAL: MARK AWMILLER ire Protection ion Fire Extinguishers Fire Alarm Systems See i...:,e Safety t elan _• ,.,: EXCEPT FOR THE ro WHICH IS TO BE ww rojoArchitecture,com: "BOLD TEXT" T SIZE TO FIT TEXT : 13,630,5508 G-i.2 ELECTRICAL ENGINEER CONSULTING ENGINEERING GROUP INC PROJECT MANAGER' JIM KILL 104 E. FOWLER AVENUE, SUITE 200 TELEPHONE: (813) 936-0796 TAMPA, FL 33612 FAX: (813) 936-0799 . .... ALL TEXT = `* EMAIL: cegtampa@verizon.net 5 4 3 TO BE WHITE 1 5 4 3 2 1 GENERAL CONDITIONS 3.12.4 DELETE the last sentence in Subparagraph, .7 require each Subcontractor to furnish to the Contractor in a timely fashion all information 8.5 ADD the following to Subparagraph(s): 11.1,7 If by the terms of this insurance any mandatory deductibles are required, or if the Contractor necessary for the preparation and submission of the reports required herein; should elect, with the concurrence of the Owner, to increase the mandatory deductibles amounts or The "General Conditions of the Contract for Construction," American Institute of Architects (AIA) 3.13.2 ADD the following to Subparagraph(s): 8.5 EXTENDED CONTRACT ADMINISTRATION purchase this insurance with voluntary deductible amounts, the Contractor shall be responsible for DocumentA201 (1997 Edition), is hereby made a part of these Contract Documents, subject to the ,8 require that each Subcontractor continue to perform under its subcontract in the event the payment of the amount of all deductibles in the event of a paid claim. If separate Contractors are following Supplementary General Conditions. 3.13.2 Material shall be arranged and maintained in orderly manner with use of walks, drives roads and Contract is terminated and the Owner shall take an assi nment of said subcontract and re uest g q 8.5.1 In the event that the Architect continues to rovide Contract Administration because of the failure p added as insured to be covered b this olic the se arate Contractors shall be res onsible for y p Y� p p entrances unencumbered. Store, place and handle material and equipment delivered to project site so such Subcontractor to continue such performance; and of the Contractor to complete the Project within 110% of the calendar days allotted for construction in payment of appropriate part of any deductibles in the event claims are paid on their part of the Project. SUPPLEMENTARY GENERAL CONDITIONS as to prevent inclusion of foreign substances or causing of discoloration. Stack materials neatly and the Contract for construction and in subsequent change orders, after the original construction Contract completely and barricade to protect public from injury. Protect material as required to prevent moisture .9 require each Subcontractor to remove all debris created by its activates. completion date and extensions have been approved and the cause of the delay is the Contractor's 11,1,8 When such insurance, due to the attainment of a normal expiration date or renewal date, shall REFER TO: ARTICLE 1 - GENERAL PROVISIONS absorption or damage from weather or the ground. Should it be necessary to move material at any time, and is not attributable to the Architect, the Architect may request the Owner withhold from the expire, the Contractor shall, not less than thirty (30) days prior to such expiration or renewal date, supply I or move sheds, trailers or storage platforms, Contractor shall move them as and when required at no 5.3.3 ADD the following to Subparagraph(s): Contractor's partial or final payment sufficient sums in order to compensate the Architect for extended the 1.1.3 ADD the following sentence to the end: additional cost to the Owner. The Owner assumes no responsibility for materials stored in building or site. Contract Administration, If the Architect certifies that he has provided such extended Contract Owner with updated replacement Certificates of Insurance and amendatory riders or endorsements The Contractor shall assume full responsibility for loss or damage due to storing of materials. Repairing of 5.3.3 Affiliated Entities. The Contractor shall not enter into any subcontract, contract, agreement, Administration, and the delay in construction is the fault of the Contractor and is not attributable to the that clearly evidence the continuation of all coverage in the same manner, limits of protection, and Contractor acknowledges and agrees that the Contract Documents are adequate and sufficient to areas used, the placing of sheds, trailers, offices and storage of materials shall be done by the purchase order or other arrangement ("Arrangement") for the furnishing of any portion of the Architect, the additional Contract Administration shall be regarded as scope of coverage, as was provided by the Certificates of Insurance and amendatory riders or . provide for the completion of the Work, and include all work, whether or not shown or described, which Contractor. materials, services, equi ment or Work with an a o ty' p rfy ty' p y p rfy r enti if such a or enti is an Affiliated Additional Services for which the Architect shall be entitled to ne otiate additional com ensation g p endorsements on mall su lied to the Owner. The Certificates of Insurance shall contain a g' Y pp i „ , , _ reasonably maybe inferred to be required or useful for the completion of the Work in accordance with Entity (as defined below), unless such Arrangement has been approved by the Owner, after full based on the Architect's published hourly rate, requirement that the Owner will be notified, by certified mail, of cancellation or modification of the all applicable laws, codes and professional standards. 3.15.1 ADD the following at the end of the Subparagraph: disclosure in writing by the Contractor to the Owner of such affiliation or relationship and all details coverage of at least thirty (30) days before the effective date of any cancellation or modification and D ': relating to the proposed Arrangement. REFER TO: ARTICLE 9 - PAYMENTS AND COMPLETION that no other form of notification will otherwise relieve the insurer, its agents, or representatives of liabili 1.1.5 ADD the words "and Shop Drawings" after the word Drawing on the first line. The Contractor shall maintain streets and sidewalks around the Project site in a clean condition. The . . o .. - Contractor shall use its best efforts to remove all spillage and tracking arising from the performance of 5.3.3.1 The term "Affiliated Entity" means any entity related to or affiliated with the Contractor or with 9.2 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 1 1.3.3 DELETE the Subparagraph in its entirety. ® ® . 1.2.3 ADD the following sentence to the end: the Work from such areas, and shall establish a regular maintenance program (at least twice per week) res ect to which the Contractor has direct or indirect ownership or control, includin without limitation, P g- of sweeping and hosing to a minimum accumulation of dirt and dust upon such areas. No waste any entity owned in whole or part by the Contractor; any holder of more than 10% of the issued and 9.2.1 Within seven (7) days from the date of the notification of selection for the award for the Contract for the 1 1.5 DELETE the Paragraph in its entirety and SUBSTITUTE the following; , , , . a „ _ In the event that there are other words or terms that need clarification within Contract Documents, material or rubbish shall be buried or burned on the site. outstanding shares of, or the holder of any interest in, the Contractor; any entity in which any officer, Work, but in no event later than the Preconstruction Conference, the Contractor shall submitto the Architect a _ reference and authority will be "Glossary of Construction Industry Terms," latest edition, published by The director, employee, partner or shareholder (or member of the family or any of the foregoing persons) of completely itemized Schedule of Values which shall reflect the cost of each subdivision of work of each Specification Section with each major item of the Work and each subcontracted item of the Work shown as a 11.5.1 The Owner shall have the right to require the Contractor to furnish bonds, in compliance with American Institute of Architects• 3.18.3 ADD the following to Subparagraph(s): y ty y the Contractor as a direct or indirect interest, which interests the Contractor or an enti owned b separate line item on the Continuation Sheet, AIA Document G703. The sum of all Schedules of Values shall Section 255.05, Florida Statutes, covering faithful performance of the Contract and payment of 3.18.4 The Contractor hereby acknowledges the receipt of One Hundred Dollars (S 100.00) and other includes, but is not limited to, that of a partner, employee, agent or shareholder. equal the Contract Sum. If requested, the Contractor shall submit substantiating data. The Architect will review obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract STATE OF FLORIDA - _ 1.2.4 ADD the following to Subparagraph(s): ood and valuable consideration as art of the Contract Sum from the Owner and acknowled es the g p g 5.4.1.1 INSERT immediately after the words "Paragraph 14.2" the words "or stoppage of the Work by and approve the Schedule of Values and unless objected to by the Architect, shall be used only as a basis for the Contractor's Application for Payment. Documents REGISTERED ARCHITECT 4: Z L24 If and to the extent that an � y part of the Contract Documents conflict, the documents shall be receipt of One Hundred Dollars (S 100,00) and other good and valuable consideration from the Architect Owner ursuant to Sub ara ra h 2.3. I ,". p p g P on the date of execution of the Contract. -, c ; •'o a '•, interpreted by the Architect who shall assign priority based on the intent of the Contract Documents. which has been paid to him as specific consideration for the indemnification provided herein. The "Hold 9.3.1.3 ADD the followin to Sub ara ra h s 9 P g P () a o - > -_ ROBERT A. GLISSON Z ', Contractor's policy shall provide the Harmless" rider and it shall be so noted on the Contractor's 5.4.2 DELETE the Sub ara ra h. p g p 11.5.2 Such bonds shall be i issued on the s ecified forms and b a sure reasonabl acce table to C) P Y tY Y p N �, z o c REFER TO: ARTICLE 2 OWNER Certificate of Insurance• 9.3.1.3 Such A lication for Pa ment shall be certified as correct b Contractor and shall be accom anied b pp Y Y p Y Owner, a submitted to Owner fora (") pproval as to form, (iii) name the Owner, as obligee (vi) shall be in AR0015123 3 m , o � 5,5 ADD the following to Subparagraph(s): waivers of liens and other documentation from Subcontractors and Sub -Subcontractors as reasonably may an amount equal to at least 100% of the Contract Sum (as the same may be adjusted from time to time 3 ;:: 2.1.2 DELETE the Subparagraph in its entirety. 3.19 ADD the following to Subparagraph(s): be required by the Owner. pursuant to the Contract), and (v) contain a specific provision holding the surety liable for any w 3 0 I 5.5 PAYMENTS TO SUBCONTRACTORS consequential delay damages, liquidate or unliquidated, caused by the Contractor's breach under the •, Z Q 2.2.1 DELETE the Subparagraph in its entirety. I 3.19 REPRESENTATIONS AND WARRANTIES • 1 Upon signing the Applications for Payment, the Contractor certifies: (i) that there are no written Contract. The Contractor shall deliver the executed, approved bonds to the Architect for approval no 5.5.1 The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, and claims of mechanics', materialmen's or construction liens submitted to the Contractor at the date later than seven (7) calendar days following the execution of the Agreement. Notwithstanding any 2.3.1 DELETE the word " ersistentl " in the first sentence of Sub ara ra h 2.3.1 • In addition, DELETE the p y g p 3.19.1 The Contractor re resents and warrants the followin to the Owner in addition to the other p g ( amount equal to the percentage of completion allowed to the Contractor on account of such m such Application for Payment; (ii) that the Contractor has no knowledge of any filled mechanics', materialmen's or construction liens with respect to the Work; (iii) that all due and provision of Florida Statues or language of the bond, the statute of limitation for actions against the „ „p clause exce t to the extent re wired b Sub ara ra h 6.1.3, at the end of Sub ara ra h 2.3.1, and p q Y P g p p g P representations and warranties contained in the Contract Documents , as an inducement to the Owner ) Subcontractor s Work, less the agreed percentage retained from payments to the Contractor. payable bills with respect to the Work have been paid to date or shall be paid from the surety due to the alleged nonperformance (other than the delivery of labor or materials) of the ADD at the end of Sub ara ra h 2.3.1 the followin p g p g� to execute the Agreement, which representations and warranties shall survive the execution and delivery proceeds of such Application for Payment; (iv) that there is no known basis for filing of any Contractor shall be the same length of period as the statute of limitation for actions against the of the A reement and final com letion of the Work: g p REFER TO: ARTICLE 7 - CHANGES IN THE WORK mechanics', materialmen's or construction liens on the property of the Owner or againstthe Contractor. "This right shall be in addition to, and not in restriction or derogation of, the Owner's rights under sureties on the bonds; and (v) that waivers from all Subcontractors constitute and effective waiver Paragraph 12.2." 1 That Contractor is financially solvent, able to pay his debts as they mature and possessed of 7.1.4 ADD the followin to Sub ara ra h s g p 9 p C) of lien under the laws of the urisdiction in which the Pro ect is located to the extent of a menu J J P Y 1 1.5.3 The costs of all bonds required under this Paragraph 1 1.5 shall be included in the Contract Sum. sufficient working capital to complete the Work and perform his obligations under the Contract that have been made or are to be made concurrently with payment pursuant to such REFER TO: ARTICLE 3 - CONTRACTOR Documents. 7.1.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities Application for Payment. 1 1.5.4 The Owner shall have the right to waive any bonds required to be provided under this Paragraph originally contemplated are so changed in a proposed Change Order or Construction Change 3.2.4 ADD the following to Subparagraph(s): 2 That Contractor is able to furnish the plant, tools, materials, supplies, equipment and labor Directive that a lication of such unit rices to uantities of Work ro osed will cause substantial PP � p q p p 11.5, in which event the amount of the remium of an such waived bond, if included in the Contract p Y � required to complete the Work and perform his obligations hereunder and has sufficient inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. 9.3,2 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: Sum, shall be deducted from the Contract Sum by appropriate Change Order• 3.2A The Contractor shall examine the project site to make certain that conditions are acceptable for the Work and to determine proper location for storage, handling and access• Review conditions with all experience and competence to do so. 7.1.5 The Owner or Architect, without invalidating the Contract, may at anytime request proposals for 9.3.2 Delivered and/or stored materials not incorporated in the work -in -place, will not be certified for payment. 11.5.5 Upon the request of any person or entity appearing to be a potential beneficiary of any of the parties involved and obtain all necessary approvals for storage locations, scheduling and methods of 3 That Contractor n authorized do business in the State Florida and properly licensed by all antici ated chan es in the Work, Pro osal Re uests are for information onl and are not an order fora p g p q Y 9.3.3 DELETE the words "security interests" in the last sentence• bonds required under this Para ra h 11.5, the Contractor shall rom tl furnish a co of the bonds or 9 p p p Y pY operation. Any unacceptable conditions shall be reported immediately to the Architect and confirmed t necessary governmental and public and quasi public authorities having jurisdiction over him and p chan e in the Work or an order to sto Work in an area in which a chan e ma be antici ated. The 9 p Y 9 Y p shall ermit a co thereof to be made and delivered to such erson or enti The Contractor shall os p pY p tY• p in writing. over the Work and the site of the Project. Contractor shall, within ten (10) calendar days from the date of proposal request, provide a written 9.5.3 ADD the following to Subparagraph(s): proposal for the anticipated change in the Work in accordance with the provisions of Paragraph 7.1,6 at the Project site copies of all bonds and such other papers as required by the law• 3.2.5 The Owner warrants that the grounds, paving and parking areas, exterior lighting, buildings, 4 That Contractor's execution of the Agreement and his performance thereof os within his duly and 7.1.7. 9.5.3 Notwithstanding anything to the contrary contained in the Contract Documents, the Owner may withhold equipment and interiors are in an acceptable and well maintained condition prior to the start of this authorized powers. 7.1.6 The cost of all changes in the Work, defined as "Cost of the Work," shall be substantiated by any paymentto the Contractor hereunder if and for so long as the Contractor fails to perform any of its 11.6 ADD the following to Subparagraph(s): work, and that all equipment is functioning properly Contractor shall inspect all surfaces and grounds complete itemized statements showing quantities and unit prices for material, labor (including all obligations hereunder or otherwise is in default under any of the Contract Documents; provided, however, that C before start of Work. Report prior damage of any kind to Owner and record by photographs and/or 5 That Contractor, including all Subcontractors, has a complete and thorough understanding of the a licable frin e benefits, defined as "Out of Pocket Labor" e ui ment and other items of cost. Cost of pp g )� q p such holdback shall be limited to an amount sufficient in the reasonable o inion of the Owner to cure an such p Y 11.6 MISCELLANEOUS STATEMENTS written description• Failure to so report and document any unacceptable condition will cause the Bidding and Construction Documents; has visited the site of the Work; familiarized himself with labor includin all a licable frin e benefits (� g pp � g )and material shall be actual costs to the Contractor. The default or failure of erformance b the Contractor, p Y Contractor to be back charged for any remedial work required to bring the property to Owner's acceptance. Execution of work shall be construed as an acceptance of existing conditions by the the local conditions under which the Work is to be performed; and correlated his observations with the requirements of the Contract Documents. Contractor shall submit recei ts, a rolls, bills, vouchers or other evidences, as the Architect may direct, p p Y showin his actual costs and his ri hts to the a ment claims. g g p Y 9.5.4 The Owner shall not be deemed to be in breach of this Contract by reason of the withholding of any 11.6,1 Anythin in the Contract Documents to the contra notwithstandin and in addition to the g �' g insurance required to be maintained b the Contractor as herein above set forth, Contractor a rees to Y g THE COMMON S Contractor. payment pursuant to any provision of the Contract Documents provided the Architect has approved the indemnify and defend Owner, or his agents, against any and all claims, loss, damage to or destruction REFER TO: ARTICLE 4 - ADMINISTRATION OF THE CONTRACT 7.1.7 It is agreed that the reasonable allowance for Contractor's "Fee" that may be added to the "Cost Owner's action or the Work for which payment is being withheld shall have been rejected by any governmental of 3.2.6 If Contractor elects to move, tiff, store, and reinstall any of the Owner's property, he will become 4.1.2 DELETE the word "Contractor" from the first sentence. DELETE the last sentence. of the Work" in the work as determined b an of the methods set forth in ara r y y p g aphs 7.3.3 or 7.3.6. authority or the Owner. property including, without limitation, property and employees or Owner occurring wholly or in part, as the O N PRETTY PO N D responsible for the safeguard, reinstallation and restoration to its condition before moving it. 9.6.1 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 7.1.8 The cost of product, material, service or work, defined as "Cost of the Work," shall be limited to result of the work done or omitted to be done by, or contracted to be done but not done by, Contractor 3.2.7 Before commencement of Work, the Contractor shall photographically document all existing 4.1.3 DELETE the Subparagraph in its entirety. the net cost to the Contractor, includin but not limited to: all taxes, fees, ors ecial a rovals or g p pp 9.6,1 Unless otherwise indicated in theAgreement,the Owner shall make paymentto Contractor within thirty or his Subcontractors or the em to ees or a ents or invitees either arisin from in u or to death of p y g g J ry adverse conditions, including existing interior and exterior damage, contamination and stains, that permissions of any nature, inspections, cost of delivery to site of the work, hoisting, hauling or moving (30) calendar days after receipt of the certified Application for Payment, and shall so notify the Architect. persons or 38130 Pretty Pond Road might possibly be construed as being caused by the Contractor. In the absence of such 4.2.2 DELETE the first two sentences and SUBSTITUTE the following: e ui ment, e ui ment and or machine q p q p / ry rental charges directly associated with the work, dama e g to or destruction of property due or claimed to be due, in whole or in part, to any negligence documentation, it will be assumed that miscellaneous consumable or disposable parts or tools associated with the work, all costs of all 9A8 ADD the following to Subparagraph(s): or fault of Owner or its employees, agents of invitees, except claims, loss, damage costs or expense Zephyrhills, FL 33540 all existing conditions are without damage and are fully functional prior to the start of the Work• 4.2.2 The Architect will visit the site and make observations as provided in the Owner/Architect warranties and uarantees, less any discount for prompt payment or rebate for an action, g Y resultin from risks as are herein above re uired to be insured b Owner. The Contractor shall be g q Y Agreement. consideration, or purchase, both present and future. 9,6.8 All material and work covered by partial payments made become sole property of Owner, but this responsible for his Subcontractors to obtain the required insurance prior to commencing work. 3.3.1 ADD immediately after the word "Contract" the first time it appears in Subparagraph 3.3.1 the provision shall not be construed as relieving Contractor from sole responsibility for care and protection of words "including coordination of all trades," 4.2.2.1 ADD the following to Subparagraph(s): 7.3.3 ADD the followin at the end of the first sentence, ", as elected b the Architect:" g Y materials and work upon which payments have been made or restoration of any damaged work or as waiver 1 1.6.2 An hin in the General Conditions to the contra of the indemnification obli ations hereb set Yt g ry g Y of right of Owner to require fulfillment of all terms of the Contract. forth shall not be applicable as between Owner and Contractor and any and all references to Owner 3.3.2 ADD the word "any" before the words "other persons." 4.2.2.1 Neither the Architect nor the Owner shall be responsible for compliance with the OSHA 7.3.6 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 9.7.1 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: therein are deleted. (Occupational Safety and Heath Act) or other Federal, State and local regulations for construction as REFER TO: ARTICLE 12 - UNCOVERING AND CORRECTION OF WORK 3.4.2 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: required by 10.1.1 and 13.1, and that the terms referring to "employer" within OSHA requirements shall be 7,3,6 If the Contractor does not res and rom tl or disa rees with the method for ad ustment in the p p p Y g J 9.7.1. If the Architect does not issue a Certificate for Payment, or communicate in writing his reason for constructed to mean the Contractor. Contract Sum, the method and the adjustment shall be determined by the Architect on the basis of delay, through no fault of the Contractor, within ten (10) working days after receipt of the Contractor's 12.1.1 DELETE the words "be uncovered for the Architect's observation" and insert in lieu thereof the 3.4.2 Under no other circumstances will substitutions, alternates or "approved substitutions" be reasonable expenditures and savings of those performing the Work attributable to the change, a lication for a ment, or if the Owner does not a the Contractor within thirty (30) days after the date pp p Y p Y words "the Owner or any governmental authority, be uncovered for their observation". „>.v, - �• . • - - _ - considered after the Bid Opening. All substitution requests must originate with the Contractor and shall 4.2.9 DELETE the words "conduct inspections" from the first sentence of the Subparagraph, and includin in case of an increase in the Contract Sum, an allowance for Contractor's Fee, sub ect to the g- 1 established in the Contract Documents, or another date previously agreed upon in writing, the amount certified be accompanied with submittals and comparisons as stated the General Requirements. Requests from SUBSTITUTE the words "observe the Work". limitations listed in Subparagraph 7.3.6.1. In such case, and also under Subparagraph 7.3.3, the by the Architect, then the Contractor may, upon seven (7) additional days written notice to the Owner and the 12.1.2 INSERT after the word "Architect", the first time it appears in Subparagraph 12.1.2 the words,", subcontractors, distributors, suppliers and/or manufacturers will not be considered. Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be Owner or any governmental authority". 4.2.11 DELETE the words decide matters from the first sentence of the Subparagraph, and together with appropriate supporting data. extended and the Contract Sum shall be increased by the amount of the Contractor's reasonable cost of ' 3.4.3 ADD the following sentence to the end: SUBSTITUTE the words "provide recommendations". In addition, DELETE the word "under" from the first shut -down, delay and start up, which shall be effected by appropriate Change Order in accordance with the 12.2.1.1 INSERT after the word "Architect", the first time it appears in Subparagraph 12.1.2 the words,", sentence of the Subparagraph, and SUBSTITUTE the words "of the Owner and Contractor". ADD the 7.3.7 DELETE the last sentence in the Subparagraph and INSERT the following: "When both additions and provisions stipulated in Article 7• Owner or any governmental authority". Should the Architect or Owner find any persons) employed on the project to be incompetent, unfit, or following sentence directly after the first full sentence of the Subparagraph: "The Architect shall also be credits covering related Work or substitutions are involved in a change, the allowance for a Contractor's otherwise objectionable for his duties and so certifies the facts to the Contractor, the Contractor shall the initial interpreter of the Contract Documents when necessary to clarify any term, provision or Fee shall be figured on the basis of net increase, if any, with respect to that change". 9.8.6 ADD the following to Subparagraph(s): 12.2.1.2 ADD the following to Subparagraph(s): immediately cause the employee to be dismissed and said employee shall not be re-employed on this project without written consent of the Architect or Owner. condition thereof." 7.3.7.1 ADD the following to Subparagraph(s): 9,8.6 Upon application by the Contractor and certification by the Architect, the Owner shall make payment fleeting d' in for thereof follows: 12.2.1.2 The Contractor shall furnish Owner his written guarantee and warranty in accordance with this g 4.2,12 ADD the words and in the absence of negligence at the end of the Subparagraph, r e a Justments retainage o ortio as such work r p n Subparagraph and secure all written guarantees and warranties called for in the Contract Documents. : ,�- �.,- ' 3.4 4 ADD the followin to Sub ara ra h s : g p g p () i 7.3.7.1 No claim for extra time or cost will be allowed unless same was done pursuant to a written 1 In addition to any other retainage, the Owner will withhold three (3) times the value of any O P R , � T j` O N 4.3.4.1 ADD the following to Subparagraph(s): order of the Architect and claim resented with first A lication for Pa ment after chan ed or extra p pp y g uncompleted work. 12.2.1.3 If within an uarantee eriod, re airs or chan es are re uired in connection with uaranteed Y g p p g q g 3.4.4 All manufactured articles, materials and equipment shall be installed according to manufacturer's work is done. work, which in opinion of Architect is rendered necessary as result of use of materials, equipment or directians unless otherwise indicated. 4.3.4.1 Notwithstanding anything in the Contract Documents to the contrary, the Contractor shall not 2 In addition to any other retainage, the Owner will withhold an amount equal to the estimated workmanship which are defective or inferior or not in accordance with terms of contract the Contractor receive any adjustments in the Contract Sum or the Contract Time if such unknown or concealed REFER TO: ARTICLE 8 - TIME liquidated damages that may be assessed when liquidated damages are included as part of responsible shall promptly, upon receipt of notice from Owner, and without expense to Owner: W, , . „° 3.4.5 Materials, products and equipment are specified in one of the following ways: B conditions is: the Contract. B 8.1.4 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: .1 Place in satisfactory condition in every particular all of such guaranteed work and correct all 1 where listed by Manufacturer and trade name with no qualifying statement, listing shall be •3 In addition to any other retainage, the Owner will withhold an amount equal to the cost of any defects therein. interpreted as establishing a standard of quality and shall not be construed as limiting 1 of a usual nature or does not differ materially from those ordinarily encountered and generally 8.1.4 For this contract, the term "da " or "calendar day" shall mean calendar da of 24 hours be mnin Y y g g bonds, warranties, or guarantees required by this Project Manual. competition. Any substitution which in the judgement of the Architect is equal to that listed, may recognized as inherent in construction activities of the character provided for in the Contract at .2 Make good all damage to structures or site, or equipment or content thereof, which, in opinion of be used when approved in writing in accordance with the Bid Documents; Documents; 12:01 midnight (0001-hours). The term "working day" shall mean any calendar day except Saturdays, REFER TO: ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY Architect, is result of use of materials, equipment or workmanship which are inferior, defective, � 2 located below the surface of the ground and does not differ materially from those generally Sundays and Federal holidays at place of building. 10.2.7 DELETE the last two words and SUBSTITUTE: "the safety of persons or property•" or not in accordance with terms of Contract. .2 where more than one material or manufacturer is named, Contractor has option of selecting any one of the materials or manufacturers named; and encountered in the general area in which the site of the Project is located or does not differ 8.2.2 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 10.2.8 ADD the following to Subparagraph(s): •3 Make over any work of materials or equipment and contents of structures or sites, disturbed in materially from conditions encountered in any subsurface investigation completed prior to the fulfilling any such guarantee. .3 where material is listed b desert tion orb ASTM or FS numbers, an y p y y product meeting or date of the Agreement; 8.22 The Contractor shall not knowin I except b a reement or instruction of the Owner in writin g Y• Y g g- 10.2.8 Contractor shall protect adjoining private or public property and shall provide barricades, exceeding requirements of such specification will be acceptable. If requested by Architect prematurely commence operations on the site or elsewhere prior to the effective date of insurance temporary fences, and covered walkways required to protect the safety of passers-by, as required by prudent 12.2.1.4 In any case where, in fulfilling requirements of Contract or any guarantee embraced in or evidence shall be furnished showing that material meets requirements of specifications, 3 not materially different from those conditions disclosed or which reasonably should have been re uired b Article 11 to be furnished b the Contractor. The date of Notice to Proceed shall not be q y y construction ractices, a licable buildin codes, ordinances or other laws, or the Contract Documents, p pp g required thereby, Contractor responsible disturbs any work of the Owner or any work guaranteed under discerned b the Contractor's riot work, ins ection, tests and reviews; Y p p changed by the effective date of such insurance, other contracts, he shall restore such disturbed work to condition satisfactory to Architect and guarantee 3.4.6 When items, materials or equipment are shown on the drawings or are specified as furnished by 10.2.9 Contractor shall maintain Work, materials and apparatus free from injury or damage from rain, such restored work to same extent as it was guaranteed under such other contract. Owner, 4 of a nature which the Contractor or any Subcontractor should reasonably know or anticipate 8.2.4 ADD the followin to Subpara ra h s g g p O� wind, storms, frost or heat. If adverse weather makes it impossible or commercially impractical to continue installed by Contractor, the Contractor shall unload, uncrate, assemble, install and connect the item, based on any of the foregoing; or operations safely in spite of weather precautions, the Contractor shall cease Work and notify the Owner and the 12,2.2 DELETE all reference to "one year" and SUBSTITUTE the words "two year(s)." material 8.2.4 The Contractor shall furnish sufficient forces, construction plant and equipment and shall work such Architect of such cessation. The Contractor shall not permit open fires on the Project site without prior written or equipment, complete in operating order. •5 present in the existing premises and does not differ materially from those conditions generally hours, including night shifts, weekends work where permitted, and overtime operations as may be permission of the Owner. 12.3.2 ADD the following to Subparagraph(s): encountered in buildings of similar type and character, given the age of the premises, the necessary to ensure progression of work in accordance with the Contractor's construction schedule. The - 10/15/13 PERMIT SET 3.4.7 The Contractor or his subcontractors shall not discriminate in hiring or any matter of employment renovations made to and in it from time to time and construction ractices revalent in the p p Contractor shall take such steps as may be necessary, or as may be required by the Owner, by 10.2.10 In addition to its other obligations pursuant to this Article 10, the Contractor shall, at its sole cost and o e expense, promptly repair any damage or disturbance to streets, walls, utilities, sidewalks, curbs, and the pr p hY 12.3.2 If, in the opinion of the Architect, it is not practical to remove and/or replace the Work at the time b reason of a e, marital status, handica sex, race, color, reli ion, ancest or national on in. Y g p• g ry• g industry at the time of the construction and renovation of the existing premises, or if none are the Contractor, in the increasing the number of personnel, the number of shills, weekend work where permitted, overtime of third parties (including governmental entities) resulting from the performance of the Work, whether by it or by of a lication for a ment the Architect will direct one of the followin remedies: pp p y g Mark Date Desert doll p Submission of a bid on this project is implied acceptance of the inclusion of this clause and all Contract discernible construction practice actually used construction and o erations, da s of work, and the amount of construction, in order to achieve Substantial Com letion p Y p it Subcontractors at any tier• The Contractor shall maintain streets, thoroughfares, sidewalks, and bicycle paths in Documents. h renovation thereof. within the Contract Time, at no additional cost to the Owner. good repair and traversable condition. .1 The defective Work may remain, but the unit sum/price will be reduced fifty percent (50%) or an Issue/Revision Revision amount at the discretion of the Architect. 3.4.8 Material shall be arranged and maintained in orderly manner with use of walks, drives roads and 4.6 DELETE the Subparagraph in its entirety. 8.2.5 Dili ent Prosecution, The Contractor shall rosecute the Work re ularl dill entl and 9 p g Y• 9 Y REFER TO: ARTICLE 11 -INSURANCE Project ID 13016 entrances unencumbered Store, place and handle material and equipment delivered to project site so uninterruptedly at such rate of progress as will insure full completion thereof within the time specified. .2 The defective Work will be partially repaired to the instructions of the Architect, and the unit CAD File Name Filename as to preclude inclusion of foreign substances or causing of discoloration. Pile neatly and completely REFER TO: ARTICLE 5 - SUBCONTRACTORS 11.1.2 ADD the following sentence at the end of the Subparagraph: sum/price will be adjusted to a new sum/price at the discretion of the Architect. Drawn By APM and barricade to protect public from injury. Protect material as required to prevent moisture absorption 8.3.1 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: or damage from weather or the ground• Should it be necessary to move material at any time, or move 5.3.2 ADD the following to Subparagraph(s): Such coverages shall be maintained by insurance carriers acceptable to Owner in all respects with a 12.3.3 The authori of the Architect to assess the defect and identi a ment ad ustment, is final. h' fY p Y J Reviewed By JS sheds or storage platforms, Contractor shall move them as and when required at no additional cost to 8.3.1 If the Contractor is delayed at any time in the progress of the Work by any actor neglect of the minimum rating by the most recent Bests Rating Classification of Class IV for the required amounts less Plot Date: 00 00 00 / / the Owner The Owner assumes no responsibility for materials stored in building or site. The Contractor 5.3.2 Subcontract Form• Notwithstanding any provision of subparagraph 5.3.1, any part of the Work y y p y y y parate Contractor em to ed b the Owner or the Architect, orb an em to ee of either, orb an se p Y Y than q �� pP P Y �� � 12.3e Reduction of the amount n the a uhe hi on for a ment does not constitute Owners shall assume full responsibility for loss or damage due to storing of materials. Repairing of areas used, performed for the Contractor by a Subcontractor or its Sub -subcontractor shall be pursuant to a written Owner, orb chan es ordered in the Work, orb labor dis utes, fire, unusual delay in trans ortation, Y g Y p P S 1,000,000, Class V for required amounts than more than S 1,000,000 and less than $2,000,000, and Class C acce Lance of the Work or release the Contractor from his obit anon to coin lete and or correct the a m p g p / Record Date: 00.00.00 the placing of sheds, offices and storage of materials shall be done by the Contractor. Subcontract between the Contractor and such Subcontractor (or the Subcontractor and its adverse weather conditions not reasonably anticipated, unavoidable casualties, or any causes beyond VI for the required amounts in excess of $2,000.00. If such policies are on a "claims made" basis, they work before the next application for payment unless specifically agreed by the Architect and processe Sub -subcontractor at any tier), which shall be prepared on a form of subcontract satisfactory to the the Contractor's control, or by any other cause which the Architect determines may justify the delay, then shall via a Change Order. Sheet Title 3.5.2 ADD the following to Subparagraph(s): Owner in all respects. Each such subcontract shall, where the context so requires, contain provisions that: the Contract Time shall be extended by Change Order for such reasonable time as the Architect may be maintained by the Contractor for a minimum of four (4) years after the final completion of the Project -- determine, and prior to payment of the first Application for Payment the Contractor shall provide to the Owner REFER TO: ARTICLE 13 -MISCELLANEOUS PROVISIONS 3.5. All warranty and guarantees shall extend for at least two (2) years from the date stated on the 1 require that such Work be performed in accordance with the requirements of the Contract Documents; satisfactory proof that such Extended Reporting Period Coverage ( tail) is available if the Contractor GEN ER O AL C N DITI ONS I Certificate of Substantial Completion unless otherwise stated in these specifications and extended for 8.3.1.2 No Cost for Delay To the fullest extent permitted by law, the Owner, Owner's Agents and should change policies or insurance companies. Furthermore, it is the Contractor's responsibility to insure 13.1.2 ADD the following to Subparagraph(s): longer periods. All Performance and Payment Bonds shall include the above warranty and guarantee employees shall not be held responsible for any loss or damage sustained by Contractor, or additional against those claims for theft, vandalism and other such items which are not specifically addressed _ provisions. 2 waive all rights the contracting parties may have against one another or that the Subcontractor costs incurred b Contractor throw h dela caused b Owner, Owner's A ent, or em to ees, or an Y g Y Y g p Y Y elsewhere. 13.1.2 Historical lack of enforcement of an law shall not constitute a waiver of Contractor's res onsibili Y p tY A may have against the Owner for damages cased by fire or other perils covered by the insurance other Contractor or Subcontractor, or by abnormal weather conditions or by any other cause, and for compliance with such law in a manner consistent with the Contract Documents unless and until the _ 3.6.1 ADD the following sentence to the end: described in the Contract Documents; Contractor agrees that the sole right and remedy therefor shall be an extension of time. 11.1.4 ADD the following to Subparagraph(s): Contractor has received written consent for the waiver of such compliance from the Owner and the agency Contractor shall pay unemployment and Social Security taxes or other taxes imposed by Local, City, .3 require the Subcontractor to carry and maintain insurance coverage in accordance with the 8,3.1,3 All requests for time extensions must be submitted to the Architect with each pay request and 11.1.4• If the Contractor fails to purchase or maintain or require to be purchased and maintained the responsible for the law enforcement. State or Federal Government and certify to the Owner that this has been done before final payment is Contract Documents, and file certificates of such coverage with the Contractor; � shall remain on file until the first Chan e Order is rocessed or until such time that it becomes necessa g p ry liability insurance required herein, the Owner may (but shall not be obligated to) purchase such made to the Contractor. because of the lack of Contract Time. It shall be the responsibility of the Contractor to submit each insurance on the Contractor's behalf and shall be entitled to be repaid for any premiums paid upon 13.5.1,1 ADD the following to Subparagraph(s): SHEET SCALE: NTS 4 require the Subcontractor to submit certificates and waivers of liens for work completed by it and months request for time extensions. No consideration will be given for additional Contract Time after the demand. 3.9.2 ADD the following to Subparagraph(s): by its Subcontractors as a condition to the disbursement of the progress payment next due and month) certificate of a ment is received b the Architect, unless otherwise a reed in writin b Y p Y Y 9 g Y 13.5.1.1 All materials and e ui ment used In construction of the ro ect shall be sub ect to ade uate q P p J 1 q ' Drawing No. owing; Architect and Owner, 11.1.5 The Contractor shall file Certificates of Insurance, acceptable to the Owner, prior to the start of ins ection and testin in accordance with acce ted standards, The laborato or ins ec p g � p ry p Lion agency 3.9.2 The Contractor's Superintendent shall not be removed from the project before the issuance of the any construction. Certificates shall bear original signatures and the raised seal of the agent, surety, shall be selected by the Architect. Materials of construction, particularly those upon which the strength certificate of substantial completion without the written consent of the Owner. •5 require submission to Contractor or Subcontractor, as the case may be, of applications for 8,3,21 ADD the following to Subparagraph(s): authorized representative, "attorney in fact", or Florida Resident Agent. and durability of the structures may depend, shall be subject to inspection and testing to establish payment in a form approved by the Owner, together with clearly defined invoices and billings conformance with specifications and suitability for uses intended. 3.9.3 The list of all supervisory personnel, including the project manager and superintendent, that the Contractor intends to use on the Project and a chain -of -command organizational chart shall be supporting all such applications under each subcontract to which the Contractor is a party; 8.3.2.1 The followin will not be considered ustification for the extension of time: 1 Dela caused b g 1 C) Y Y Subcontractors or Suppliers unless due to one of the clauses stated in Article 8; (2) Shortage of workers; 1 l.l.b The Owner and the Architect shall be named as Additionally Insured (AI) with the Contractor in the liability insurances to the limits specified in Article 11.1.1. AI coverage shall be ISO Standard. _ G 5 submitted to the Owner for approval. The Contractor shall not engage supervisory personnel or utilize an b report, so far as practicable, unit prices and any other feasible formula for use in the (3) Inadequate lead-time for delivery of materials specified; or (4) Negligence on the part of the Manuscript AI Endorsements are not acceptable. It shall be the responsibility of the Contractor to ,1 organization and chain -of -command other than as approved by Owner in writing, and shall not change) determination of costs of changes in the Work; Contractor. maintain the proper AI endorsements. such personnel or form of organization without the written approval of the Owner. 5 4 3 2 1 11 0 3 I C I A 13.5.2 ADD the following at the end: An independent testing agency selected by Architect shall prepare the test reports, logs and certificates applicable to the specific inspections and tests and promptly deliver the specified number of copies to the designated parties. Other required certificates of inspection, testing or approval shall be secure by the Contractor and delivered by him to the Architect, in such time as to not delay progress of the work. 13.521 ADD the following to Subparagraph(s): 13.5.2.1 Timely notice shall be construed to mean a minimum of 48 hours advance notice to the office of the Architect requesting a complete inspection for a meaningful portion of the work phase. 13.5.3 ADD to the Subparagraph, immediately after the word "expenses", the words: ", including the cost of re -testing for verification of compliance if necessary, until the Architect certifies that the Work in question does comply with the requirements of the Contract Documents, and all such costs shall not be included in computing the Contractor Sum". 13.6.1 DELETE the Subparagraph in its entirety and SUBSTITUTE the following: 13.6.1 In no event shall any interest be due and payable by the Owner to the Contractor, any Subcontractor or any other party on any of the sums payable by the Owner under this Contract, including, without limitation, the sums which the Owner is authorized to retain pursuant to the Contract Documents. 13.7.2 ADD the following to Subparagraph(s): 13.7.2 Notwithstanding any provision of Subparagraph 13.7.1 to the contrary, no applicable statute of limitations shall be deemed to have commenced with respect to any portion of the Work which is not in accordance with the requirements of the Contract Documents, which would not be visible or apparent upon conducting a reasonable investigation and which is not discovered by the Owner until after the date which, but for this subparagraph 13.7.2, would be the date of commencement of the applicable statute of limitations; the applicable statute of limitations instead shall be deemed to have commenced on the date of such discovery by the Owner. 13.8 ADD the following to Subparagraph(s): 13.8, FEDERAL JURISDICTION; VENUE 13.8.1 The parties, any Subcontractor, Sub -subcontractor, materialmen and the surety under any bond required hereunder, waive any entitlement to federal jurisdiction in the courts of the United States of America, based on diversity of citizenship, and they agree that the venue of any civil action related to this Agreement shall be properly laid solely in the County which the Work is being performed. 13.9 THIRTY PARTY ACTIONS 13.9.1 Nothing contained in the Contract Documents shall create a contractual relationship with, or grant any rights or cause of action to, any third party. 13.10 FEDERALLY FUNDED PROJECTS 13.10.1 If the Project Manual or Bidding Documents, state that this Project is all or partially funded with federal funds and that federally mandated wage rates are applicable the Contractor shall comply with the applicable laws and regulations and provide for and ensure compliance by all applicable Subcontractors and Sub -subcontractors and suppliers. 13.11 CONFLICT OF INTEREST 13.11.1 The award hereunder is subject to provisions of Chapter 112, Florida Statutes. All bidders must disclose with their bid the name of any officer, director or agent who is also an employee of the Owner Further, all bidders must disclose the name of any employee who owns, directly or indirectly, an interest of ten percent (10%) or more in the Bidder's firm or any of its branches. 13,12 ENVIRONMENTAL AND HEALTH HAZARDS 13,12.1 It is the intent of the Owner to comply with all Federal, State and Local governmental laws, rules and regulations regarding environmental considerations and potential hazards to public health. As such, it shall be the responsibility of the successful bidder to take all steps necessary to ensure that the facilities are free from the dangers of asbestos, lead and other health hazards; in the discharge of this obligation, it shall be incumbent upon successful bidder to comply with the following: 1 E.P.A., F.D.E.P, R.C.R.A., C.E.R.L.A„ H.S.W.A., T.S.C.A., Clean Air Act, Clean Water Act, Safe Drinking Water Act. .2 Lead Lead Contamination Control Act of 1988, PL 100-572 Oct. 31, 1988 and Prohibition of Use of Lead Pipes, Solder and Flux. PL-99-339 June 19, 1989 and Chapter 17-550, FA.C„ Drinking Water Standards, Monitoring and Reporting, Part III. .3 All potable water fixtures must be certified lead-free. .4 Submit with the shop drawings, submittals and/or samples and MSDS form for each construction material identified on the shop drawings or submittals. .5 Dispose of all tubes, packages, cans or any other containers in accordance with the above requirements. 13.12.2 In the event more stringent regulations are enacted on these or other similar topics during the course of construction, the Contractor shall be notified in writing of the new requirements. Upon receipt of such notice, he shall calculate the financial impact (increase or decrease) and notify the Owner of same in writing no later than seven (7) days following receipt. Failure to do so will not relieve the Contractor from full compliance, and may subject Contractor to non -reimbursable costs. 13.12.3 During the course of construction, the Owner will conduct any testing necessary to insure full and complete compliance with applicable regulations and all conditions contained herein. In the event test results indicate an unsatisfactory product, the cost for testing as well as removal and replacement of the unacceptable product, shall be borne solely by the General Contractor or the applicable subcontractor, at no additional cost to the Owner. 13.14 MISCELLANEOUS 13.14.1 Where required hereunder to effectuate the intent of the Contract Documents, masculine shall mean neuter or feminine and the singular shall mean the plural. 13.14.2 The captions and headings of various Articles and Paragraphs in the Agreement, General Conditions or this Supplement are for convenience only and are not to be construed as defining or limiting, in any way, the scope of intent of the provisions hereof. 13.14.3 The invalidity of any covenant, restriction, condition, limitation or any other part or provision of the Contract Documents shall not impair or affect in any manner the validity, enforceability or effect of the remainder of the Contract Documents. REFER TO: ARTICLE 14 - TERMINATION OR SUSPENSION OF THE CONTRACT 14.25 ADD the following to Subparagraph(s): 14.2.5 If the Contractor has furnished Bonds, and if the Contractor's Surety is directed to complete the Work, then all payments made after termination of the Contractor shall be made to the Surety until (or jointly to the Surety and Contractors if the Surety so directs) the Work is finished and the contract sum has been expended. The Surety shall then be responsible for all of the obligations and duties of the Contractor under the contract and shall be bound by the conditions of the contract to fulfill all obligations of the contract in exchange of the balance of the contract sum yet unpaid by the Owner. The Surety may not assign those obligations without the written consent of the Owner. The Surety shall be responsible for the payment of all costs relating to the termination of the employment of the Contractor, including compensation for the Architect's additional services and expenses made necessary by these matters. The amount to be paid to the Surety or Owner, as the case may be shall be certified by the Architect, upon proper application, and this obligation for payment shall survive termination of the employment of the Contractor. 14.2.6 Before the Owner shall have any obligation to make payment(s) to the Surety, the Surety shall provide the Owner with a written Waiver of Lien from each subcontractor and major supplier holding direct contract with the Contractor, Such Waivers of Liens shall identify the total contract sum between the Contractor and subcontractor (or supplier) and the sum paid to -date. Before the Owner shall be obligated to make any payments to the Surety, all such subcontractors and suppliers shall be paid currently in proportion to the sum previously paid by the Owner to the Contractor. If the Surety is unable to produce a proper Waiver of Lien from a subcontractor or supplier, the Owner may withhold a sum equal to twice the amount claimed by the subcontractor or supplier and shall not be obligated to pay the Surety such sum in order to properly protect the subcontractor or supplier until the Surety has presented evidence satisfactory to the Owner that (a) the Surety has contracted with another party to complete or correct or replace the Work by such subcontractor or supplier, or (b) taken definitive steps to bring the matter to a fair resolution. Definitive steps may be interpreted to mean either a lawsuit has been filed or binding arbitration proceedings between the Contractor (or Surety if applicable) and the subcontractor have been initiated and a hearing scheduled. The Owner shall have no obligation to fund the Surety's responsibilities to pay subcontractors or suppliers fair and proportionate shares of sums previously paid by the Owner to the Contractor. 14.2.7 If the Surety fails within sixty (60) days to initiate and to continue to proceed with a diligent and full faith effort assuring and manning of the job, the payment of obligations, the resolution of disputes, the providing of substitute subcontractors where necessary, as approved by the Architect and the Owner's Representative, and the general overall effective pursuit of the Work toward a satisfactory completion, the Owner may, at his option, stop the Surety from proceeding, declare the Surety in default and in breech of contract and undertake the completion of the Work by other means. In such event, the Surety shall be liable for all costs in excess of the current contract sum including, but not limited to Additional Services of the Architect, legal services, court costs and interest upon such additional costs from the time demanded until the time paid, and any penalty a Court assesses. 14.2.8 If the Contractor has furnished Bonds, and the Contractor's Surety is directed to complete the Work, Surety shall be responsible (unless covered under the Contractor's insurance policies) for all of the following: (i) To replace at no cost to Owner all damaged, lost or stolen materials and equipment stored by Contractor on the project site; (ii) All costs incurred by Owner to move any/all materials and/or equipment stored by Contractor on the project site; (III) All costs incurred by Owner to temporarily or permanently keep the weather out of the building to protect persons and property; and (iv) All actions, negligent or otherwise, on the part of the Contractor prior to the Default. 14.3.3 ADD the following to Subparagraph(s): 14.3.3 The Owner may, at its option, terminate the Contract in whole or from time to time in part at and time by written notice thereof to the Contractor. Upon any such termination, Contractor agrees to waive any claims for damages, including loss of anticipated profits, on account thereof, and as the sole right and remedy of Contractor, Owner shall pay Contractor in accordance with 14.3.4.3 below. The provisions of the Contract, which by their nature survive final acceptance of the Work, shall remain in full force and effect after such termination to the extent provided in such provisions. 1 Upon receipt of any such notice, Contractor shall, unless the notice directs otherwise, immediately discontinue the Work on that date and to the extent specified in the notice; place no further orders or subcontracts for materials, equipment, services or facilities, except as may be necessary for completion of such portion of the Work as is not discontinued, promptly make every reasonable effort to procure cancellation upon terms satisfactory to Owner of all orders and subcontracts to the extent they relate to the performance of the discontinued portion of the Work and shall thereafter do only such Work as may be necessary to preserve and protect work already in progress and to protect materials, plants and equipment on the site or in transit thereto. .2 Upon such termination, the obligations of the Contract shall continue as to portions of the Work already performed and as to bona fide obligations assumed by Contractor prior to the date of termination. .3 Upon termination, Contractor shall be entitled to be paid: (1) the full cost of all Work properly done by Contractor to the date of termination not previously paid for, less sums already received by Contractor on account of the cost of the portion of the Work performed; (ii) plus, if at the date of such termination Contractor has properly prepared or fabricated off the Site any goods for subsequent incorporation in the Work, and if Contractor delivers such goods to the site or to such other place as the Owner shall reasonably direct, the full cost for such goods or materials; (Ili) plus fifteen percent (15%) of the total sum thereof as liquidated damages. The Contractor waives all claims for any other damages caused by the Owners termination of the Contract. ■ STATE OF FLORIDA REGISTERED ARCHITECT ROBERT A. GLISSON AR0015123 -------------- Eel ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 �.. , ON R T .1A" r ,) 10/15/13 I PERMIT SET 8/30/13 DESIGN DEVELOPMENT SET Mark I Date Description Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By APM Reviewed By JS Plot Date: 00/00/00 Record Date: 00.00.00 Sheet Title GENERAL CONDITIONS II SHEET SCALE: NTS Drawing No. G-5.2 I Ild 3 14 C.� 5 EGRESS OPENING: EGRESS LOAD: 36 OCC, EGRESS CAPACITY: 170 OCC, OCCI IOCC ' II •(G71Yw • lam. 1112 e \ \ EGRESS OPENING: EGRESS LOAD: 12 OCC. EGRESS CAPACITY: 170 OCC, L I I nN -- u C\j L I I I OCCI 1OCC 1B A-5.1 SCOPE OF WORK r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� BI 1 I I I I I IA KEY PLAN: LIFE SAFETY FLOOR PLAN Z Scale: 1:500 5 WE 4 STAIR OCCUPANT LOAD - BASED ON LARGEST SINGLE FLOOR OCCUPANT LOAD: - FLOOR PLATE AREA OF LARGEST UPPER FLOOR: 34,400 SF - AREA PER OCCUPANT: 240 SF/OCC. GROSS - TOTAL OCCUPANT LOAD OF LARGES FLOOR: 144 - TOTAL # OF STAIRS SERVING UPPER FLOORS: 4 - TOTAL OCCUPANT LOAD PER STAIR: 36 STAIRWELL DOORS: PROVIDE SCRAMBLE KEYPAD LOCK ON BOTH SIDES OF STAIRWELL DOOR, CLINICAL EMPLOYEES SHALL KNOW KEYCODE TO UNLOCK DOOR AT ALL TIMES, PROVIDE KEYCODE SAME AS ENTRY DOOR INTO MEMORY CARE UNIT. 2 02 2 OCC = = = 2 CC OCC OC L CC F C �I� �IC�II�I�J`\�� M �S 101 e ®II, Ile HIS II 1 Q I - Ile II \ \ �min u \ Mal \ \ \ I■II■I \ \ ai I Imo— :. • • - 110 e e 1 1vv„vvvvvwvvvvvvvw��v�. �� _e 1 �' a 1 ;mom; �• _ Minn", - oo� o00000- EGRESS OPENING: EGRESS LOAD: 36 OCC, EGRESS CAPACITY: 170 OCC, 4 OCC I CID L / z 7D N II,..II e10 • ....\.�..,. ..,...,� "I� a I e� 1 1 �♦ I ri � (I - - 1 1 ��EWA� // s e ` , LIFE SAFETY LEGEND N EXIT LIGHT EMERGENCY BATTERY LIGHT FIRE EXTINGUISHER TYPE -A �� PRIMARY MEANS OF EGRESS ♦ - - - MAXIMUM TRAVEL DISTANCE 1 /8" ACRYLIC OCC I u OCC TOP OF HANDLE EL 4'-0" MAX A.F.F. CONTEMPORARY V DOOR STYLE U U FRONT ELEVATION SECTION G.W.B. SEE WALL LEGEND SEE SCHEDULE SEE FLOOR PLAN FOR WALL STUD SPECIFICATION PLAN DIMENSIONS OF EXTINGUISHER CABINET: (JL INDUSTRIES ACADEMY SERIES- ANODIZED ALUMINUM FINISH) MODEL No. TRIM INSIDE OUTSIDE ROUGH EXTINGUISHER CAPACITY STYLE DIMENSIONS DIMENSIONS OPENING 1027V10 SEMI -RECESSED WIDTH: 10-1/2" WIDTH: 137/8" WIDTH: 11-1/2" COSMIC 5E 3" HEIGHT:24" HEIGHT:27-3/8" HEIGHT:25" DEPTH: 6" DEPTH: 3-1 /8" DIMENSIONS OF FIRE EXTINGUISHER: (JL INDUSTRIES) LOCATE AS INDICATED ON DRAWINGS MODEL No. TYPE CLASS NOMINAL CYLINDER UL RATING CAPACITY DIMENSIONS COSMIC 5E MULTI -PURPOSE A,B,C FIRES 5 LBS. DIAMETER: 4-114" 2A-10BC DRY CHEMICAL HEIGHT: 15-1 /4" WIDTH: 7-1/4" EGRESS OPENING: EGRESS LOAD: 18 OCC. EGRESS CAPACITY: 170 OCC, EGRESS OPENING: EGRESS LOAD: 6 OCC, EGRESS CAPACITY: 170 OCC, 2 OCC 2 OCC �•1 6 OCC 7 OCC 3 I 2 2 OCC --I- i if -----Il _' I 4 OCC —I NOT A MEANS OF EGRESS 1 OCCUPANT LOAD - UNITS BETWEEN LOBBY AND MEMORY CARE: INPATIENT TREATMENT AREA: 240 SF/OCC, GROSS TOTAL AREA OF UNITS 2,937 SF TOTAL OCCUPANT LOAD: 13 * * * OCC, LOAD BASED ON BED COUNT: 4 BEDS @ (1) RESIDENT & (1) CAREGIVER PER BED = 8 OCC. EGRESS OPENING: EGRESS LOAD: 7 OCC, EGRESS CAPACITY: 290 OCC, 1 B LIFE SAFETY FLOOR PLAN A-0.1 Scale: 1/8" = 1'-0" STATE OF FLORIDA REGISTERED ARCHITECT z ROBERT A. GLISSON >-0 N N - AR0015123 0 =w a z �O Nya •• z THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 8/30/13 PERMIT SET DESIGN DEVELOPMENT SET Mark Date Description Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By APM Reviewed By JS Plot Date: 00/00/00 Record Date: 00,00.00 Sheet Title Drawing No. LIFE SAFETY PLAN OCCUPANT LOAD AND EGRESS SHEET SCALE: VARIES NOTE: ITEMS LISTED HERE TAKE PRECEDENCE OVER THE SPECIFICATIONS. ����I11�11�I1lIWL�6.'. uVs,111lll�VWW7YIrIWYr6'ItWYIWYWIIIWI��YYr11�W�LYW1!■�Y'W.YId.YW.IIWLI IIe�11iM►IW I..W,IILLe1-L1,wl.WYlllluYiil:YlW�I�Y•�-O�III�i�Y _ I�YI� W�WIIWIW�IIVduWdllllLl��i:.h.1YIIl�U�111�I�W — _ _ _ - _ _ 5 1 4 3 1 2 1 1 GENERAL NOTES WALL LEGEND 11 11 U-419 NOTES: THIS MATERIAL IS COPYRIGHTED BY ROJO ARCHITECTURE. ANY REPRODUCTION, COPYING IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST GENERAL U L NOTES - EXTEND WALL TO UNDERSIDE OF STRUCTURE OR ANY OTHER USE OF THIS MATERIAL WITHOUT THE EXPRESS WRITTEN CONSENT OF ROJO UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO ROJO WITHIN A REASONABLE 1 HOUR - 3-5/8" FRAMING W/ 5/8" WALL BOARD ARCHITECTURE IS PROHIBITED AND CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT ACT TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO OF 1976 (TITLE 17 U.S. CODE). VIOLATORS WILL BE SUBJECT TO LEGAL ACTION. EXECUTE THE WORK. NOTES: OWNER / CONTRACTOR / OWNER REPRESENTATIVE WILL SECURE ALL BUILDING PERMITS, THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER U-419a - EXTEND WALL TO UNDERSIDE OF STRUCTURE INSPECTIONS & CERTIFICATE OF OCCUPANCY, NECESSARY FOR THE EXECUTION AND AND ROJO INDICATING PHASING OF WORK FROM START TO FINISH OF THE PROJECT. 1 HOUR - 6" FRAMING IN LIEU OF 3-5/8" REQ'D FOR ARCHITECTURAL CONSIDERATIONS. COMPLETION OF SCOPE OF WORK. FORWARD COPIES OF EXECUTED PERMITS TO ROJO. THE CONSTRUCTION OF ALL FIRE RATED WALLS SHALL CONFORM TO REFERENCED - 5/8" WALL BOARD see • AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE ROJO IN WITTING OF ANY UNDERWRITERS LABORATORIES, INC. (U.L.) OR GYPSUM ASSOCIATION (G.A), REFER TO LIFE •• • • _ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL WORK IS IN SPECIFIED MATERIAL OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A SAFETY PLANS AND TO FLOOR PLANS. COMPLIANCE WITH ALL BUILDING CODES, ORDINANCES AND REGULATIONS OF ALL DELAY IN THE COMPLETION OF CONSTRUCTION, SYSTEM NO. U419 • •° • D CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, WETHER OR NOT SPECIFIED ON OTHER ASSEMBLIES OF THE SAME OR SIMILAR MATERIALS AND/OR PRODUCTS WHICH HAVE 4B. GYPSUM BOARD' - (AS AN ALTERNATE TO ITEM 4 WHEN USED AS THE BASE LAYER ON THE DRAWINGS. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SHALL BE PUBLISHED TEST BY U.L., FACTORY MUTUAL, GYPSUM ASSOCIATION OR OTHER TESTING ASSEMBLY RATING - 1, 2, 3, OR 4 HR (SEE ITEMS 3 AND 4) ONE OR BOTH SIDES OF WALL, FOR DIRECT ATTACHMENT ONLY) - NOM 5/8 IN. THICK LEAD ®' SUPPLIED AND INSTALLED BY THE CONTRACTOR U.O.N. SERVICES AND WHICH HAVE THE SAME OR GREATER HOURLY RATING MAY BE USED. SUCH BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED ` ®° . a WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT OTHER ASSEMBLIES AND THIS TESTING SERVICE MUST BE ACCEPTED BY THE ARCHITECT AND VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD VERTICALLY.STUD NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATION FOR PIPES, DUCTS, OUTLETS APPLICABLE CODE ENFORCEMENT AUTHORITIES BEFORE INCORPORATION OF THE .' D -1 OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1 CAVITY WALLBOARD O WITHIN. e JURISDICTION OVER THE WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY SHALL BE SEALED WITH ACOUSTICAL SEALANT AND CONCEALED OR RECESSED FIXTURES ASSEMBLY INTO THE PROJECT. 1� Nt»3�%e1 �`.-. LONG TYPE S-12 STEEL SCREWS SPACED 8 AT PERIMETER AND IN. THE FIELD. • ... • •• • • • _ o THE CONTRACT, CONSTRUCTIONS NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. SHALL BE COVERED OR BACKED WITH A SOUND ATTENUATION BLANKET, of,:�,�., ,.4 and ilou rl?� 1� atin RAY BAR ENGINEERING CORP -TYPE RB LBG 10 SEAL ALL PENETRATIONS WITH FIRESTOPPING AT ALL FIRE RATED WALLS CORRIDORS TO / .ale TLe,to 4 ,%' BY ENTERING INTO AN AGREEMENT WITH THE OWNER THE CONTRACTOR E H REPRESENTS THAT THE CONTRACTOR SHALL VERIFY REQUIRED O R RED LOCATION OF ALL NECESSARY ACCESS PANELS PROVIDE A SEAL EQUAL TO OR GREATER THAN THE FIRE RATING OF THE WALL CORRIDOR / - -. .................. ..----- ................ ; �•'' '-'-�---- �.-..........-- ...............' HE HAS VISITED THE JOB SITE, FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, AND NOTED (IN PARTITIONS, FLOORS, OR CEILINGS) AND COORDINATE EXACT LOCATIONS WITH ROJO INDICATED. "............"" '--- .__-_„- _�1. , --" " :......... -- -----.._.-_. ._-- -ram -_ ,.__M�___ , ----�-• -- - 5. FASTENERS - (NOT SHOWN) FOR USE WITH ITEM 2 - TYPE S OR 12 STEEL SCREWS USED _ _ STATE OF FLORIDA ANY DISCREPANCIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PRIOR TO INSTALLATION, _-_-..... ...---............ -- ..q,.-• . - -4 ;�- -••-• -- -- 11q r § 4 7 TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER REGISTERED ARCHITECT z PROVIDE TYPE X GWB AND UL RATED FIRESTOPPING SEALS AT ALL WALLS THAT GO TO THE% _=: _,:w,=Mw:_, `, .-. r �.y•_,�-_ _:-; : :;,? .. 1, ,', _ x:; �r SYSTEMS: 1 IN. LONG FOR 1/2 AND 5/8 IN, THICK PANELS OR 1-1/4 IN. LONG FOR 3/41N• c c . ' ° o THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF PRIOR TO INSTALLATION OF CARPETING AND WINDOW COVERING, THE CONTRACTOR DECK ABOVE AND ALL FIRE RATED CONDITIONS AS REQUIRED. . _.-__ _� "" M�w � ,.'""„„ „,3,,,....,.„,.""--. ..-.I_$ ............... � ---- - � THICK PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. o . . THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO SHALL MAINTAIN THE SPACE IN BROOM CLEAN CONDITION WHETHER OR NOT SUCH �- ___ -- ; -- "'; "=•== 5 _.._.........................- OC IN THE FIELD WHEN PANELS ARE .' N z ROBERT A. GLISSON _ COMPLETE THE JOB. INSTALLATION IS THE CONTRACTOR'S RESPONSIBILITY. PROVIDE CAULK SEAL AT TOP OF ALL WALL ASSEMBLIES GOING TO DECK ABOVE THAT DO , : 1------------ - -- --.:::...:.� ........ ' ----•' - • - --..! I- ,..--• 'I / - APPLIED VERTICALLY TWO LAYER SYSTEMS: FIRST LAYER 1 IN LONG FOR 1 /2 AND 5/8 IN THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND AR0015123 0 '•, z NOT HAVE FIRE RATED SEAL REQUIREMENTS. /, !I is 3 ,i:3eji N = 3 THE CONTRACTOR SHALL NOTIFY ROJO IMMEDIATELY IF HE CANNOT COMPLY WITH ALL THE CONTRACTOR SHALL LEAVE THE BUILDING IN A LOCKABLE CONDITION DURING THE "FIRE - -.1 .. ._ __ " - !; , I•' LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN, FROM FIRST LAYER. Three layer '• n 3 0 ' z REQUIREMENTS CALLED FOR ON THESE DRAWINGS. PERIOD OF THIS WORK WHEN THE CONTRACTORS WORKMEN ARE NOT PRESENT AT THE THE STATEMENT BARRIER PROTECT ALL OPENINGS" SHALL BE STENCILED ON ALL FIRE 4 JOBSITE. RATED WALLS REQUIRED TO HAVE PROTECTED OPENINGS. APPLY SIGNS USING PERMANENT _ -- systems: FIRST LAYER 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD RELATED TO MARKERS OR PAINT. COLOR OF SIGNS SHALL BE BLACK; HEIGHT OF LETTERS SHALL BE 2"; SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR EXTRA EXPENSE OR MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNISHED AND INSTALLED AS LETTERS SHALL BE SOLID. PLACE SIGNS NOT MORE THAN 20'-0" THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 EXTENSION OF TIME DUE TO CONTRACTORS FAILURE OR NEGLIGENCE IN COMPLETELY REQUIRED BY LOCAL JURISDICTION. SIGNS TO BE PROVIDED BY OWNER. ON CENTER, AND AT EACH CHANGE IN WALL OR PARTITION DIRECTION. LOCATE SIGNS IN. THICK PANELS, SPACED 12 IN, OC, SCREWS OFFSET MIN 6 IN, FROM LAYER BELOW. EXAMINING THE JOBSITE. ABOVE CEILINGS AND IN CONCEALED LOCATIONS, 1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - FOR USE WITH ITEM 2 - CHANNEL Four -layer systems: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 EVACUATION PLAN SIGNS SHALL BE FURNISHED AND INSTALLED AS REQUIRED BY LOCAL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH TO IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. THE CONTRACTOR SHALL DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA PRIOR TO START JURISDICTION. SIGNS TO BE PROVIDED BY OWNER. ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING OC. THIRD LAYER- 2-1/4 IN, LONG FOR 1/2 IN, THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. OF WORK AS NECESSARY, AFTER SECURING OWNER / BUILDING PERMISSION. WITH FASTENERS 24 IN, OC MAX. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED INDUSTRY OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. S40 3-5/8" INTERIOR METAL STUD PARTITION OR ALL CONTRACTORS SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE BUILDING OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION TASKS TO BE PERFORMED STANDARDS, IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITIONS, ROJO SHALL BE NOTIFIED FOR CLARIFICATION. 1A. FLOOR AND CEILING RUNNERS' - NOT SHOWN - IN LIEU OF ITEM 1 - FOR USE WITH ITEM 2A, PROPRIETARY CHANNEL SHAPED, MIN. 3-5/8 IN. WIDE WITH 1 IN, LONG LEGS, FABRICATED FROM LAYER BELOW. FLOOR PLAN SYMBOL OUTSIDE REGULAR BUSINESS HOURS, AND ANY OTHER SPECIAL BUILDING REQUIREMENT FROM MIN. 0.0150 IN. (0,0146 IN., MIN BARE METAL THICKNESS) GALVANIZED STEEL, ATTACHED 5A. FASTENERS - (NOT SHOWN) -FOR USE WITH ITEM 2A - TYPE S OR S-12 STEEL SCREWS WHICH WILL AFFECT THE WORK. IF OVERTIME WORK IS REQUIRED BY ANY TRADE (INCLUDING THE CONSTRUCTION OF ALL FIRE RATED WALLS SHALL CONFORM TO REFERENCED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX. USED TO ATTACH PANELS TO STUDS (ITEM 2). SINGLE LAYER SYSTEMS: 1 IN. LONG FOR 1/2 ASSEMBLY DETAIL COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK. THE UNDERWRITERS LABORATORIES, INC. (U.L.) OR GYPSUM ASSOCIATION (G.A). REFER TO LIFE AND IN. THICK PANELS IN. LONG FOR 3/4 IN. THICK PANELS, SPACED IN. GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE GENERATING CONSTRUCTION SHALL SAFETY PLANS AND TO FLOOR PLANS, DIETRICH INDUSTRIES INC -ULTRASTEEL®. SCREWS WHEN WITH ADDITIONAL SCREWS 1 IN. AND 2-1/2 IN. FROM EDGES OF THE BOARD WHEN IT 1 IN BE PERFORMED ON REGULAR TIME. THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED OTHER ASSEMBLIES OF THE SAME OR SIMILAR MATERIALS AND/OR PRODUCTS WHICH HAVE PUBLISHED TEST BY U.L., FACTORY MUTUAL, GYPSUM ASSOCIATION OR OTHER TESTINGZ7 1 B. FLOOR AND CEILING RUNNERS - (NOT SHOWN - IN LIEU OF ITEM 1) - FOR USE WITH ITEM PA PANELS ARE HORIZONTALLY. OR 8 IN, OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER SYSTEMS APPLIED VERTICALLY: FIRST LAYER- 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1 /4 IN. LONG IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND / OR ILL -TIMED SERVICES AND WHICH HAVE THE SAME OR GREATER HOURLY RATING MAYBE USED. SUCH INT 2A, PROPRIETARY CHANNEL SHAPED, MIN. 2-9/16 IN, WIDE WITH 1-3/16 IN. WIDE FLANGES, FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., FABRICATED FROM MIN. 0,0150 IN. GALVANIZED STEEL, ATTACHED TO FLOOR AND CEILING 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND / OTHER ASSEMBLIES AND THIS TESTING SERVICE MUST BE ACCEPTED BY THE ARCHITECT AND INT OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY APPLICABLE CODE ENFORCEMENT AUTHORITIES BEFORE INCORPORATION OF THE ASSEMBLY FASTENERS 24 IN. OC. MAX. SCREWS OFFSET 8 IN. FROM FIRST LAYER, TWO LAYER SYSTEMS APPLIED HORIZONTALLY: RESPONSIBLE. INTO THE PROJECT, FIRST LAYER- 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. DIETRICH INDUSTRIES INC - ULTRASTEEL°. THICK PANELS, SPACED 16 IN. OC STARTING 8 IN. FROM EACH EDGE OF THE BOARD WITH C THE CONTRACTOR SHALL EXERCISE STRUCT DUST CONTAINMENT CONTROL TO PREVENT DIRT SEAL ALL PENETRATIONS WITH FIRESTOPPING AT ALL FIRE RATED WALLS/CORRIDORS TO AN ADDITIONAL SCREW PLACED 1-1/4 IN. FROM EACH EDGE OF THE BOARD. SECOND OR DUST FROM LEAVING THE JOBSITE. PROVIDE A SEAL EQUAL TO OR GREATER THAN THE FIRE RATING OF THE WALL/CORRIDOR 2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. INDICATED, * CORROSION -PROTECTED STEEL, MIN WIDTH AS INDICATED UNDER ITEM 4, MIN 1-114 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24 IN, OC, STUDS TO BE CUT 3/8 TO 3/4 IN. THICK PANELS, SPACED 16 IN. OC STARTING 8 IN. FROM EACH EDGE OF THE BOARD WITH AN ADDITIONAL SCREW PLACED 1-1/4 IN. FROM EACH EDGE OF THE BOARD WITH SCREWS THE COMMONS THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE PROVIDE TYPE "X" GWB AND UL RATED FIRESTOPPING SEALS AT ALL WALLS THAT GO TO THE HATCHED WALL IN PLAN INDICATES WALL TO � LESS THAN ASSEMBLY HEIGHT. OFFSET 8 IN. FROM FIRST LAYER. THREE -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS PROCURE THEIR OWN COMPLETE SETS DECK ABOVE AND ALL FIRE RATED CONDITIONS AS REQUIRED. EXTEND TO UNDERSIDE OF STRUCTURE. 2A. STEEL STUDS" - IN LIEU OF ITEM 2 - PROPRIETARY CHANNEL SHAPED STUDS, MIN, WIDTH AS 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. O N PRETTY POND 3-5/8" INTERIOR METAL STUD PARTITION - SMOKE OF CONSTRUCTION DOCUMENTS. PROVIDE CAULK SEAL AT TOP OF ALL WALL ASSEMBLIES GOING TO DECK ABOVE THAT DO S41 COMPARTMENT WALL INDICATED UNDER ITEM 4, MIN. 1-1/4 IN, LONG LEGS AND 1/4 IN, LONG FOLDED BACK THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC, SCREWS ALL PRODUCTS & CONSTRUCTION MATERIALS ARE TO BE DELIVERED IN A WAY THAT NOT HAVE FIRE RATED SEAL REQUIREMENTS. RETURN FLANGE LEGS, FABRICATED FROM MIN. 0.0155 IN. (0,0149 IN., MIN BARE METAL OFFSET MIN 6 IN, FROM LAYER BELOW, FOR ALL LAYERS, AN ADDITIONAL SCREW SHALL BE FLOOR PLAN SYMBOL FACILITATES INSPECTION AND TESTING IN MANUFACTURER'S ORIGINAL, UNOPENED THICKNESS) GALVANIZED STEEL, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN, LESS PLACED 1-1/4 IN. FROM EACH EDGE OF THE BOARD. FOUR -LAYER SYSTEMS: FIRST LAYER- 1 38130 Pretty}, Pond Road PROTECTIVE PACKAGING, LABELED FOR IDENTIFICATION. THE STATEMENT "FIRE BARRIER PROTECT ALL OPENINGS" SHALL BE STENCILED ON ALL FIRE ASSEMBLY DETAIL THAN ASSEMBLY HEIGHT. ALLOWABLE USE OF STUDS IS SHOWN IN THE TABLE BELOW. IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. RATED WALLS REQUIRED TO HAVE PROTECTED OPENINGS. APPLY SIGNS USING PERMANENT FOR DIRECT ATTACHMENT OF GYPSUM BOARD ONLY. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG Zephyrhills, FL 33540 ALL PRODUCTS &CONSTRUCTION MATERIALS TO BE STORED WITH PROTECTIVE PACKAGING TO PREVENT DAMAGE PRIOR TO INSTALLATION. MARKERS OR PAINT. COLOR OF SIGNS SHALL BE BLACK; HEIGHT OF LETTERS SHALL BE 2"; LETTERS SHALL BE SOLID, PLACE SIGNS NOT MORE THAN 20'-0" ON CENTER, AND AT EACH CHANGE IN WALL OR PARTITION DIRECTION. LOCATE SIGNS ABOVE CEILINGS AND IN n DIETRICH INDUSTRIES INC -ULTRASTEEL°. FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. FOR ALL ALL PRODUCTS &CONSTRUCTION MATERIALS TO BE HANDLED TO PREVENT DAMAGES TO CONCEALED LOCATIONS. INT 2B, STEEL STUDS - (AS AN ALTERNATE TO ITEM 2, FOR USE WITH ITEM 4B) CHANNEL SHAPED, LAYERS, AN ADDITIONAL SCREW SHALL BE PLACED 1-1/4 IN. FROM EACH EDGE OF THE THEMSELVES AND TO OTHER SURFACES. FABRICATED FROM MIN 20 MSG (0.0327 IN. THICK) CORROSION -PROTECTED OR GALV STEEL, BOARD. PROVIDE TYPE "X" GWB AND UL RATED FIRESTOPPING SEALS AT ALL WALLS THAT GO TO THE INT 3-1/2 IN. MIN WIDTH, MIN 1-1/2 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 16 IN. ALL EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE REFURBISHED AS DECK ABOVE AND ALL FIRE RATED CONDITIONS AS REQUIRED. N OC. STUDS FRICTION -FIT INTO FLOOR AND CEILING RUNNERS. STUDS TO BE CUT 5/8 TO 3/4 IN, 6. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER REQUIRED. ANY LOOSE ITEMS TIGHTENED (INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, LESS THAN ASSEMBLY HEIGHT. SYSTEMS) - RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSG DOWNUGHTS, SPEAKERS, MOULDINGS, ETC.) AND ANY MISSING PARTS REPLACED BY THE A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF EXIT DOORS WITH A HATCHED WALL IN PLAN INDICATES SMOKE CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE CONTRACTOR TO ACHIEVE A COMPLETE INSTALLATION WITH A NEW APPEARANCE. LENGTH OF AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" IN THE 3. BATTS AND BLANKETS' - (REQUIRED AS INDICATED UNDER ITEM 4) - MINERAL WOOL PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 STEEL ALL EXTERIOR WALLS DIMENSIONED OPPOSITE DIRECTION, MEASURED AT RIGHT ANGLES THE DOOR FROM DOOR IN IT'S CLOSED COMPARTMENT WALL TO EXTEND TO UNDERSIDE OF STRUCTURE, ALL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM 4, SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF SCREWS. NOT FOR USE WITH ITEM 4A. TO OUTSIDE FACE OF WALL. POSITION. PENETRATIONS MUST BE SEALED. CLASSIFIED COMPANIES. 6A. STEEL FRAMING MEMBERS (NOT SHOWN)' - (OPTIONAL ON ONE OR BOTH SIDES, NOT ALL INTERIOR PARTITIONS DIMENSIONED TO CENTER LINE OF WALL. THE WRITTEN SCALES (i.e. 1/8" = 1' 0") APPLY TO FULL SIZE, UNREDUCED DRAWINGS, WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT THEY ARE CLEARLY VISIBLE. 3A. BATTS AND BLANKETS' - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN ALTERNATE TO ITEM 6, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: S60 6" INTERIOR METAL STUD PARTITION FLOOR PLAN SYMBOL PRELIMINARY DRAWINGS MAY BE AT HALF SCALE. EXIT PATH LIGHTING SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/8 EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING IS IN USE. BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS, DO NOT SCALE ASSEMBLY DETAIL STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DRAWINGS. IF ANY DISCREPANCY CONTACT ARCHITECT. AT ALL PARTITIONS, METAL STUD FRAMING SHALL EXTEND TO UNDERSIDE OF STRUCTURE 4. GYPSUM BOARD' - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND DESCRIBED IN ITEM 5. NOT FOR USE WITH ITEM 4A. THE COMMONS ABOVE AND/OR STUD BRACING SHALL BE PROVIDED AS REQUIRED FOR SUPPORT. , DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT B. STEEL FRAMING MEMBERS' - USED TO ATTACH FURRING CHANNELS (ITEM 6AA) TO ON P E T • Y POND SCALE DRAWINGS, INTERIOR METAL STUD PARTITION GAUGE SPECIFICATION, ACCORDING TO THEIR HEIGHT, TO LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC, RSIC-1 CLIPS SECURED TO STUDS WITH NO. 8 BE AS FOLLOWS: NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT X 1 1 /2 IN. MINIMUM SELF DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS UP TO 12' 0", 22 GAUGE STUDS INT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS RSIC-V CLIPS SECURED TO STUDS WITH NO. 8 X 9/16 IN, MINIMUM SELF -DRILLING, S-12 STEEL Lo, OR APPROVED SHOP DRAWINGS / DATA SHEETS. FROM 12' 0" TO 15' 6", 20 GAUGE STUDS, AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A SCREW THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. " �__ 'I FROM 15' 6" TO 16' 8", 18 GAUGE STUDS, INT MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HR B THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST FROM 16'-8" TO 18' 0", 16 GAUGE STUDS RATINGS ARE AS FOLLOWS: PAC INTERNATIONAL INC -TYPES RSIC-1, RSIC-V. B POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED. FROM 18'-0" TO 19'-2", 14 GAUGE STUDS, ALL WORK AND FINISHED EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT AND FROM 19'-2" TO 21'-2", 12 GAUGE STUDS. Wallboard Protection on Each Sloe of 111iaxll 6B. STEEL FRAMING MEMBERS (OPTIONAL, NOT SHOWN)' - AS AN ALTERNATE TO ITEM 6, SATISFACTORY TO THE OWNER AND ARCHITECT, FLOOR TRACT FOR METAL STUD PARTITIONS SHALL BE BUTT JOINTED, NOT CUT AND ;_.v _........_..__.__..___.._I _.� __ ...............__ _..._-______.-_ i Min Min ft. of Min FURRING CHANNELS AND STEEL FRAMING MEMBERS ON ONLY ONE SIDE OF STUDS AS OVERLAPPED. I stud stun! Layers Thkns of DESCRIBED BELOW: CONTRACTOR AND/OR SUBCONTRACTORS IS TO PATCH AND REPAIR ALL AREAS / C) Depth depth, >kThkns Insulation Rating Itarn z Lien, of Panel (Item 3) AFFECTED BY DEMOLITION AND/OR NEW CONSTRUCTION WITH MATERIALS AND METHODS ANY SPECIAL INTERIOR AND EXTERIOR CONDITIONS TO BE SPECIFIED BY A SPECIALTY * ----- 1-----"-"------------1 - --"--___._-____ __...-- „............_......_.ptional A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL, SPACED 24 IN. OC TO MATCH EXISTING CONDITIONS AND PROVIDE A UNIFORM NEW APPEARANCE. ANY ENGINEER. W A L L LEGEND N O T E S ......_..._..__......___-_€..___......._....__W'$.._.........................._ ��`.'.._._5/8 ._'.._ thick PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. BATTS AND BLANKETS PLACED IN STUD CAVITY AS DESCRIBED IN ITEM 4. TWO LAYERS OF GYPSUM DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE 1 2-1/� 3 5/f3 1 layer, 1/2 in, thick 1-1i in. REPAIRED, REPAINTED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE FIELD WELDING OF STEEL STUDS SHOULD NOT BE PERMITTED, HOWEVER, WELDING OF 14 ga. ! - ------ __L_...__.__. _ _.. ___..._._ BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH OF THE CONTRACTOR, STUDS AS PART OF SHOP DWGS MAY BE PERMITTED. 1 1 5/8 3 5/8 1 layer, 3/4 in thick Optional .... I------,---- >- "-. __ _ ._. --. - ..•-•, , -,- „ _.......... .,. , - __-- - - - . ITEM 4A. `. 2 1-5/8., 2 1/2 2 layers, lit in. thick Optional THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL MAINTENANCE EXCLUSION: THESE DRAWINGS WERE PREPARED FOR CONSTRUCTION WALL LEGEND NOTES ..................................._�........-...........__.__........_............................................................................................................................................................................_....................................- 12 1-5/8 ', 2-1/2 , 2 layers, 518 in. thick I Optional S . - B. STEEL FRAMING MEMBERS USED TO ATTACH FURRING CHANNELS (ITEM 6BA) TO COMPLETION OF CONTRACTED WORK. PURPOSES ONLY, THESE DRAWINGS ARE NOT TO BE USED FOR MAINTENANCE PURPOSES AS 1, STANDARD CMU - 7 5/8" X 7 5/8' X 15 5/8 z-_..._�__-r____..____ � {.___.___...._._. _ _ __..._ _-__._.._.._....___.....__._ ._...........___......_._..................._._ ONE SIDE OF STUDS (ITEM 2) ONLY. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH ACTUAL CONDITIONS MAY VARY FROM THOSE ON DRAWINGS DUE TO CHANGE ORDER 12 112 3 5P8 1 layer, 314 in. thick 3 in, TWO NO, 8 X 2-1/2 IN. COARSE DRYWALL SCREWS, ONE THROUGH THE HOLE AT EACH END SITE IS TO BE CLEANED UPON COMPLETION OF PROJECT. REMOVE DUST, DEBRIS, OILS, STAINS, ALTERATIONS BY OTHERS, FIELD ADJUSTMENTS, ETC. 2. 1 2" GYPSUM WALLBOARD. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL / ___"- ____..._..___..._ _."__,_"__ ••_" ",_""""_"""__,..., ___""""""""""""""" 13 1-5{6 ( n-1/2 , 3 layers, 1/2 in. thick € Optional OF THE CLIP, FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. FINGERPRINTS. WALLS ADJACENT TO COUNTERS. PROVIDE DENS SHIELD TILE BACKER, OR EQUIVALENT, i-.- -____ __........._.._.._._..._�__._._........`_ J_._._____ . ----.__...... _._____..�..__ --. _.............._. - 10 15 13 / / PERMIT SET THE CONTRACTOR SHALL HOLD HARMLESS THE TENANT, BUILDING OWNER, ROJO, AND THEIR AL ALL TILED LOCATIONS. 3 1-5 8 2-1, 2 2 layers, 3, 4 u thick Optional ! ! yKINETICS ......... _ ____-.__...__......_..._...-_...........__�_._.--......-...._...-_-__.__._I_-...._.__..___.._____._.__.................._....... __....._......._...._...-_.....____.__..._..._.......... NOISE CONTROL INC -TYPE ISOMAX 8 30 1 / / 3 DESIGN DEVELOPMENT SET MANUFACTURER'S NAME TRADEMARK LOGOS E FTC., SHALL NOT BE VISIBLE TO THE PUBLIC. REPRESENTATIVES OF ANY LEGAL ACTION ARISING AS A RESULT OF THE CONTRACTORS 3. 5/8" GYPSUM BOARDp 3 1 S 5 2-1/2 3 la layers, 5'E3 in. thick Optional iy t WORK. t------ --- ---- ---- ---- -"- -- - ---- -- 7. JOINT TAPE AND COMPOUND -VINYL OR CASEIN, DRY OR PREMIXED JOINT Mark Date Description THE CONTRACTOR SHALL COORDINATE ALL WOOD BLOCKING, STEEL SUPPORTS AND ANY 4. 5/8 (MIN.) CEMENTITIOUS PLASTER TO BE TEXTURED AND TOOLED AS SHOWN ON THE , 4 1-5/8 , 2-1/2 4 layers, 5/8 in. thick Optional ....._....._. _ ____ __ _.___._._..W..._..._. ............._._.. _- COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS, OTHER ITEMS WHICH ARE IMBEDDED IN DRYWALL PARTITIONS OR ENCLOSURES WHICH ARE THE CONTRACTOR SHALL PROVIDE DIGITAL SHOP DRAWINGS TO ROJO FOR DESIGN ELEVATIONS. SEE WALL SECTIONS FOR CEMENTITIOUS PLASTER REGLETS & PROFILES. 4 1-518 2-1J2 i 4 layers, 1/2 in, thick Optional PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS RELATED TO HIS WORK OR THE WORK OF ANY SEPARATE CONTRACTORS, WHEN APPLICABLE, APPROVAL AFTER HE HAS REVIEWED THEM FOR CONSTRUCTABILITY, COORDINATION 5. NOT USED. _........___.__._..._____....._....__.____+_`.__..............____ +.__.t__.......____ ....._ _____._..:___........_..--- ....._._._.._................ ._.. 2-1/2 , 2-1t2 , 2 layers, 314 in. thick 2 in. OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN Issue/Revision Revision ALL WOOD BLOCKING, BRIDGING, BRACING, FRAMING, ETC, SHALL BE FIRE RETARDANT AS BETWEEN TRADES AND CONFORMANCE WITH THE CONTRACT DOCUMENTS, %4 GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. Project ID 13016 CALLED FOR BY THE APPLICABLE BUILDING CODE. CONTRACTOR MUST SUBMIT AFFIDAVITS 6 2 1/2" 'Z' FURRING STRIPS @ 16" O.C. WITH 2" RIGID INSULATION INSTALLED OVER 1 /4" OF SUCH FIRE RETARDATION TO THE ARCHITECT. THE CONTRACTOR SHALL SUBMIT SAMPLES OF FINISHED MATERIALS TO ROJO FOR APPROVAL SPACERS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 8. SIDING, BRICK OR STUCCO - (OPTIONAL, NOT SHOWN) - ALUMINUM, VINYL OR STEEL CAD File Name Filename PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE WHOLLY LIABLE IF HE FAILS TO DO SO, 7. 1 1/2" METAL FRAMING MEMBERS @ 16" O.C. CANADIAN GYPSUM COMPANY - 1/2 IN. THICK TYPE C, IP-X2 OR IPC-AR; WRC, 5/8 IN. SIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE Drawn By APM ALL REQUIRED EXITS, WAYS APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT WHETHER FINISHES ARE SPECIFIED CORRECTLY OR INCORRECTLY IN THE CONTRACT THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX OR WRC; 3/4 IN. THICK TYPES IP-X3 AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS WITH Reviewed By JS INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND DOCUMENTS, 8, 3 5/8" METAL FRAMING MEMBERS @ 16" O.C. OR ULTRACODE CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MORE IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTHER EMERGENCY, 9. 5 5/8" METAL FRAMING MEMBERS @ 16" O.C. THAN EACH SIXTH COURSE OF BRICK. Plot Date: 00/00/00 THE CONTRACTOR SHALL PROCURE AIR BALANCE REPORT FOR TENANT SPACE, BY 10. STANDARD BRICK - 2 5/8" X 3 5/8" X 7 5/8" UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK Record Date: 00,00.00 THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL REQUIREMENTS, AND INDEPENDENT PROVIDER. REPORT TO BE PROVIDED TO OWNER / ROJO. TYPE SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 IN. THICK TYPES IP-X3 9. CAULKING AND SEALANTS' - (OPTIONAL, NOT SHOWN) - A BEAD OF ACOUSTICAL Sheet Title CHARACTERISTICS OF ALL WORK AND / OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS 11. 1" AIR SPACE WITH LADDERS OR ULTRACODE SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL, PRIOR TO THE START OF RELATED WORK WITH THE MANUFACTURER OR SUPPLIER, I-ONTRACTOR TO REPLACE AND APPLY SPRAY -ON FIRE PROOFING ON ALL DAMAGED OR 12, 2" AIR SPACE WITH LADDERS UNPROTECTED AREAS. USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP X2, IPC-AR OR WRC; 5/8 IN. THICK UNITED STATES GYPSUM CO -TYPE AS CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER ROJO HAS PREPARED THE CERTIFICATE 13. BATT INSULATION TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC OR; 3/4 IN. THICK TYPES IP-X3 OR FOR SUBSTANTIAL WITH ATTACHED PUNCH LIST PREPARED BY THE CONTRACTOR, AND PUNCH MAINTAIN FIRE PROTECTION ON ALL COLUMNS AND BEAMS. REPLACE ALL DAMAGED AND 14. RIGID INSULATION ULTRACODE 10. LEAD BATTEN STRIPS - (NOT SHOWN, FOR USE WITH ITEM 4B) - LEAD BATTEN STRIPS, MIN WALL TYPE LEGEND LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL SUBMIT MAINTENANCE AND UNPROTECTED AREAS WITH NEW FIRE PROTECTION MATERIALS TO MATCH EXISTING FINISH 1-1/2 IN. WIDE, MAX 10 FT LONG WITH A MAX THICKNESS OF 0.125 IN. STRIPS PLACED ON WARRANTY MANUALS, RELEASE OF LIENS, AND RECORD DRAWINGS TO ROJO WITH HIS FINAL AND RATING. 15. CORE -FILL 500 FOAM INSULATION OR EQUIVALENT WHEN ITEM 613, STEEL FRAMING MEMBERS', IS USED, NONBEARING WALL RATING IS LIMITED THE INTERIOR FACE OF STUDS AND ATTACHED FROM THE EXTERIOR FACE OF THE STUD WITH - A APPLICATION FOR PAYMENT. ROJO SHALL PREPARE ANY NECESSARY CHANGE ORDERS 16. CORRUGATED METAL PANEL TO 1 HR. MIN. STUD DEPTH IS 3-1/2 IN_ MIN. THICKNESS OF INSULATION (ITEM 3) IS 3 IN., AND TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED ON THE CONTRACTOR'S FINAL WHERE CONCEALED WOOD BLOCKING OR FRAMING IS REQUIRED, CONTRACTOR SHALL TWO LAYERS OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN. THICK) SHALL BE ATTACHED TO ONE AT THE BOTTOM OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9% - SUBMITTALS. USE FIRE RETARDANT WOOD MATERIALS. 17. NOT USED. FURRING CHANNELS AS DESCRIBED IN ITEM 5. ONE LAYER OF GYPSUM BOARD PANELS (1/2 MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADE "C". LEAD BATTEN STRIPS 18. INTERIOR GRADE LATEX PAINT, COLOR SELECTED BY ARCHITECT IN. OR 5/8 IN. THICK) ATTACHED TO OPPOSITE SIDE OF STUD WITHOUT FURRING CHANNELS AS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 413) THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE PROVIDE BLOCKING FOR WALL MOUNTED ITEMS INCLUDING WALL MOUNTED DOOR STOPS. 19. EXTERIOR GRADE LATEX PAINT, COLOR SELECTED BY ARCHITECT DESCRIBED IN ITEM 5. AND OPTIONAL AT REMAINING STUD LOCATIONS. REQUIRED BEHIND VERTICAL JOINTS. CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM SHEET SCALE: NTS AND CLAIMS FOR EXTENSION OF TIME SHALL BE ADJUSTED ACCORDINGLY. SUCH WORK 20, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 4A. GYPSUM BOARD' - (AS AN ALTERNATE TO ITEM 4) - 5/8 IN. THICK, 24 TO 54 IN. WIDE, 11. LEAD DISCS OR TABS - (NOT SHOWN, FOR USE WITH ITEM 413) - USED IN LIEU OF OR IN SHALL BE OTHERWISE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT. 21. 1 /2" DENSGLAS EXTERIOR SHEATHING OR EQUIVALENT APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY. SECURED AS ADDITION TO THE LEAD BATTEN STRIPS (ITEM 10) OR OPTIONAL AT OTHER LOCATIONS - DESCRIBED IN ITEM 5. MAX 3/4 IN. DIAM BY MAX 0.125 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED Drawing No. THE CONTRACTOR AGGRESS TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL 22. RADIANT BARRIER INSULATION OVER STEEL SCREW HEADS OR MAX 1/2 IN. BY 1-1/4 IN, BY MAX 0.125 IN. THICK LEAD TABS AND EQUIPMENT TO THE POINT OF USE AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, 23. NOT USED. CANADIAN GYPSUM COMPANY - TYPE SHX. PLACED ON GYPSUM BOARDS (ITEM 4B) UNDERNEATH SCREW LOCATIONS PRIOR TO THE CHECKING, AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. INSTALLATION OF THE SCREWS. LEAD DISCS OR TABS TO HAVE A PURITY OF 99,9% MEETING 24. 7 5/8" METAL FRAMING MEMBERS @ 16" O.C. UNITED STATES GYPSUM CO -TYPE FRX-G, SHX. THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST 25. CEMENTITIOUS PLASTER SKIM -COAT W/EXTERIOR GRADE LATEX PAINT, COLOR AS A-1.2 UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO ROJO WITHIN A REASONABLE SPECIFIED BY ARCHITECT. USG MEXICO S A DE C V -TYPE SHX. `BEARING THE UL CLASSIFICATION MARKI TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO 26, 2X4 P.T. WOOD FURRING STRIPS @ 16" O.C. EXECUTE THE WORK. 27. 2X6 P,T. WOOD FURRING STRIPS @ 16" O.C. 5 4 3 NOTE: NOT ALL NOTES ARE USED. 2 1 d 5 0 3 1 IS 6 II _J_JLn II I! I �l/I / I I III IIII I ��� III ILA °-] — — M N voO I ROTI Z U.j _ 2 I N N II N II �..i N II H rq II II I II I II I II i II \ J i Li ter �L==� I Lr L�r r 1�=�= I -- Li --JL-1� 1I;JI_=° I —I I —1-- --4I r�=Q�----�I °-4I TLL==�J— J— I 4I TL�=Q�-----�— II I LJ.,J4 _T T i�1i�i�L L=y —y—_, OIO l // I/\ IO �� ///\IIO rl // I/\ I00� of I° 1 I°�° I i�� j I I/—\ i 1p I ,¶ III %� l r II _ I o II ll , IIII �-- �� Illy I 11 //� I / II l \tJlll -IFS/ I / III 1�T1 I i / \ J1 I�_—_—_�I / \ II ILI r�' l 1I----�4� C I / � II /� I — � �_-__- r/ I�/� I I —_J r J I� C JI _ / � ��/� I I rr� ILL---Jw C --- L--JL_—JL; �— L___J L I� --------J L------—�—�--—--J I L`� — L------ C137A _ _ L-_J __J L____J L-J CORRIDOR 3 r _I r _Ir 3 I r —I3 FT _ — — — r— _ --- _ �j Or— _ IF- � l �I LLB � [---� I (� I / � �� LL, (J F -' �I ('�7 I' �/ �� --- 1���=�j==� � 0 �71 /� I II ° \ ii i F F 1 � O �` -1 k II \ �h C �p I M �\� J jjr T _J L II\� °\� I gip/r— HZ N—��r-II Ip I ll IL I\ / I I II IL I\ /III II I�� iC 74 °IIII 0 �--- 1 \\ I \ / I 0 �--- LI �\ I \ / I Ill z— ll `'� W �0�°�I I �l l I r l \ I `� \ I `� I l rrF �� II � rJ , _ 1_ _ 1 _. L r ---- ��' 1 =� Lr��r---- L_�_�� I �-I I---------- J 1�==== JL � D OoYYII �y I-=--_---_-- T JL_JJ \ M ---- l,/ 1 ,/ v/ II I II I"r III // 1\ II l l Ill I I ce U C III I Ill Vl ,� Ili l I I V1 M M ui M V x Z ,Na x Z ,N-i I �C Z II II J U 71 LU W I W M _-------�I\ /I �IF i I�jl / IIII IF L1. 11 ICI I II�==u 1 L— JI \\ i� IIII Fr --II \ / I ILLfi F'I lj II �"i Iu I i�°�oi I II Xo I W nF = -J I I I O I�-- V 1B A-2.1 SCOPE OF WORK r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , I I BI 1 i I 1 U GENERAL DEMOLITION NOTES 1. ALL WORK TO BE IN COMPLETE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO UNFORESEEN CONDITIONS WILL BE CONSIDERED. NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITH PERMIT DOCUMENTS. 3. REMOVE ALL EXISTING FINISHES AS NECESSARY TO PREPARE FOR NEW CONSTRUCTION AND FINISHES INCLUDING REMOVING CARPETING, RESILIENT FLOORING, ETC. AND REPAIRING AND PREPPING SUB -FLOORING TO A CONDITION APPROPRIATE TO INSTALLATION OF NEW FINISHES, 4. ALL EXISTING STRUCTURE, FINISHES, OR MATERIALS DESIGNATED TO REMAIN SHALL BE PROTECTED DURING DEMOLITION. BRACE/REINFORCE EXISTING STRUCTURAL ELEMENTS AS REQUIRED TO ENSURE STRUCTURAL STABILITY. 5. ALL EXISTING BUILDING COMPONENTS DESIGNATED TO REMAIN OR TO BE REINSTALLED SHALL BE PATCHED, REPAIRED, OR REFINISHED TO MATCH UNDAMAGED SURROUNDING AREA IF DAMAGED DURING DEMOLITION. PREPARE EXISTING WALLS, FLOORS, ETC. TO REMAIN FOR NEW FINISHES. 6, ANY VOIDS OR PENETRATIONS IN EXISTING CONSTRUCTION SHALL BE PATCHED AND FILLED TO MAINTAIN BUILDING ENVELOPE. NOTIFY ARCHITECT BEFORE ANY REPAIRS ARE MADE. REPAIRS ARE TO BE MADE TO ACCEPT NEW FINISHES, 7, THE DEMOLITION WORK IS NOT LIMITED TO ITEMS SPECIFICALLY NOTED FOR REMOVAL BUT SHALL INCLUDE ITEMS RELATED TO AND NECESSARY FOR REMOVAL SO AS TO PROVIDE A COMPLETE PROJECT. 8. PROVIDE ALL NECESSARY DUST BARRIERS TO ENSURE A SAFE AND SANITARY ENVIRONMENT. BARRICADE AND GRAFICS IS AT TENANTS EXPENSE. TENANT CONTRACTOR MUST PROVIDE PER MALL SPECS. TENANT SHALL CONSTRUCT A BARRICADE 18 FT. WITH 4 FT. POP -OUT WITH ONE DOOR PAINTED WITH GRAPHICS PER MALL SPECS. COORDINATE WITH MALL MARKETING MANAGER. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN HAZARDOUS WASTE OR MATERIALS ENCOUNTERED WITHIN THE SCOPE OF THE PROJECT, 10, WHERE DEMOLITION WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING, THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY FIELD CONDITIONS WHICH WOULD PRESENT A HAZARDOUS CONDITION TO THE STRUCTURE OR ITS OCCUPANTS BEFORE PROCEEDING. DO NOT PERFORM ANY SCHEDULED STRUCTURAL DEMOLITION UNTIL MEANS OF SUPPORT APPROVED BY STRUCTURAL ENGINEER IS INSTALLED. 11. PRIOR TO DEMOLITION, REMOVE WALL FINISHES, INTERIOR AND EXTERIOR FOR POSSIBLE STRUCTURAL MEMBERS IN THE EXISTING WALL REQUIRING FURTHER BRACING. A FORMAL STRUCTURAL ANALYSIS OF THE EXISTING STRUCTURE HAS NOT BEEN PERFORMED AND ARCHITECT IS NOT RESPONSIBLE FOR EXISTING STRUCTURE IN ANY WAY. 12. INFORM ARCHITECT OF ANY CONCERNS PRIOR TO DEMOLITION OR CONSTRUCTION FOR EVALUATION AS REQUIRED. 13, SALVAGEABLE PRODUCTS AND MATERIALS WILL REMAIN THE PROPERTY OF THE OWNER. PROTECT FROM DAMAGE, DISPOSE OF ITEMS AT OWNER REQUEST, 14. SPECIFIC DEMOLITION NOTES ARE NOT TO BE CONSIDERED ALL INCLUSIVE OR COMPLETE IN THEMSELVES, CONTRACTOR SHALL PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR RENOVATED CONSTRUCTION WHETHER SPECIFICALLY NOTED, INCLUDING BUT NOT LIMITED TO REMOVAL OF EXISTING CEILINGS, BASES, CARPET, VINYL TILE, CERAMIC TILE OR OTHER FLOOR FINISHES, TOILET ACCESSORIES, ETC. THAT MIGHT REASONABLY BE REQUIRED TO BE REMOVED IN PREPARATION FOR INSTALLATION OF NEW CONSTRUCTION OR SPECIFIED FINISHES, DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES INDICATED TO REMAIN. SURFACES SHALL BE PATCHED TO MATCH EXISTING SURFACES TO REMAIN IN TEXTURE AND PATTERN IF NECESSARY TO PROVIDE A SUITABLE SUBSTRATE FOR NEW FINISHES. — — — — — — — — — — — — — I ---- I EXISTING WALL OR CONDITION TO BE REMOVED ------ OVERALL NOTES: A) REMOVE ALL EXISTING LIGHT FIXTURES FROM JUNCTION BOXES AT START OF DEMOLITION. STOCKPILE FOR RE -USE WITHIN RENOVATED SPACE B) EXISTING KITCHENETTES WITHIN UNITS TO BE DEMOLISHED: DISCARD COUNTERTOPS, SALVAGE CABINET BOXES AND APPLIANCES FOR OWNER STOCKPILE. DEMOLISH CEILING AND FLOOR FINISHES. C) EXISTING BATHROOMS WITHIN UNITS TO BE DEMOLISHED: SALVAGE ALL PLUMBING FIXTURES (TOILET, SINK, SHOWER ENCLOSURE, GRAB BARS ETC) FOR RE -USE IN RENOVATED SPACE/OWNER STOCKPILE. DEMOLISH FLOOR, CEILING AND WALLS AS SHOWN, D) EXISTING LIVING ROOMS WITHIN UNITS TO BE DEMOLISHED: DEMOLISH CEILING AND FLOOR FINISHES, E) REFER TO STRUCTURAL, PLUMBING AND MECHANICAL PLANS FOR REQUIRED TRENCHING. TERMITE TREAT ANY SOIL EXPOSED DURING DEMOLITION ACTIVITIES PRIOR TO PATCHING SLAB (SEE STRUCTURAL DETAILS FOR SLAB PATCHING). H Go W :5i T STATE OF FLORIDA REGISTERED ARCHITECT Z -\ cc ;'o�O Cri ROBERT A. GLISSON AR0015123 0 O N,z _ w3N Z------- THE COMMONS ON PRETTY POND TERMITE NOTES j TYPE OF TREATMENT -SOIL CHEMICAL BARRIOR METHOD = 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE O POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. d 2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGED AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS. W Z 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED W WITHIN 1'-0" OF BUILDING SIDE WALLS. W 4. TO PROVIDE FOR INSPECTION OF TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH - GRADE SHALL NOT BE LESS THAN 6" (EXCEPTION PAINT OR DECORATIVE CEMENTITIOUS FINISH NOT LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. Mark D E M O L I T 10 N K E Y NOTES 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE TREATED INCLUDING SPACES BOXED OR FORMED. Issue/Revision 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC, SHALL BE MADE Project ID WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT CAD File Name O EXISTING GUARDRAIL TO BE DEMOLISHED. SAVE FOR OWNER STOCKPILE. PATCH WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. Drawn By 1 ALL SURFACES AT ABANDONED POINTS OF CONNECTION. RE -FINISH AS REQUIRED 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF Reviewed By TO MATCH ADJACENT FINISHES. RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IN REQUIRED. Plot Date: OEXISTING WINDOW TO BE DEMOLISHED, SAVE FOR OWNER STOCKPILE. ENLARGE 9, CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED Record Date: 2 OPENING AS REQUIRED (WIDEN) FOR NEW 3'-0" X 7'-0" INSWING DOOR AND FRAME. BEFORE EXTERIOR SOIL TREATMENT. PROVIDE NEW PRECAST LINTEL. INFILL VOID BETWEEN TOP OF NEW LINTEL AND 10, OIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE Sheet Title UNDERSIDE OF EXISTING WINDOW LINTEL WITH CMU. PATCH INTERIOR AND STRUCTURE SIDE WALLS EXTERIOR FINISHES TO MATCH ADJACENT EXISTING. CENTER DOOR IN HALL TO 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE ACQUIRE REQUIRED PUSH PULL CLEARANCES. DEMOLISH VEGETATION TO THE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS EXTERIOR OF WINDOW AND PROVIDE NEW 4" THICK X 5'0" DEEP CONCRETE PAD APPLIED SHALL BE RETREATED SLOPED @ 1/8" PER 12" AWAY FROM BUILDING (FULL WIDTH OF RECESS). 12. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION TREATMENT O DEMOLISH EXISTING DECORATIVE CARPET AND SUSPENDED CEILING WITHIN HALLS. 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST 3 COORDINATE WITH OWNER FOR ANY ITEMS TO BE SALVAGED, CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE SHALL STATE: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF NON -COMPLIANT EGRESS DOOR TO T REPLACED, VISION PANEL TOO HIGH PERTOM OF TRANSPARENT PORTION OF VISION SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE O CODE (GREATER THAN 43 AFF TO BOTTOM FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" PANEL) REPLACE DOOR SLAB WITH NEW DOOR SLAB WITHIN EXISTING FRAME. DOOR MATERIAL AND RATING TO MATCH EXISTING, PROVIDE VISION PANEL TO 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND MATCH EXISTING PANEL @ COMPLIANT HEIGHT. SERVICE DOOR / DOOR WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING Drawing No. HARDWARE TO ENSURE PROPER OPERATION. REPLACE ANY COMPONENTS AS OR OTHER CELLULOSE MATERIAL. REQUIRED, NEW DOOR TO BE EQUIPPED WITH FAIL SAFE LOCKING HARDWARE 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC_ SHALL BE BURIED WITHIN 15'-0" OF ANY CONNECTED TO BUILDING FIRE ALARM PANEL - SEE LIFE SAFETY PLAN. BUILDING OR PROPOSED BUILDING. 16. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. 38130 Pretty Pond Road Zephyrhills, FL 33540 E 7 , ., S ON PRIEiTTY POND 10/15/13 PERMIT SET 8/3( 1 DESIGN DEVELOPMENT SET Date Revision 13016 Filename APM JS 00/00/00 00.00.00 DEMOLITION PLAN SHEET SCALE: 1/8" = 1'-0" A-2,1 ~ 5A KEY PLAN: DEMOLITION A-2.1 Scale:1:500 5 3 2 1 1 5 4 1 3 1 2 ID i i --- 1 V(' 3A A-5.2 RESIDENT LAUNDRY: - SEE MECHANICAL A PLANS FOR SCOPE OF WORK - TYP. ALL FLOORS i 1 5A KEY PLAN; SECOND FLOOR Z A-5.2 2ca Scale: 5 4 EXISTING 90 MIN. RATED DOOR TO REMAIN. LOCATION OF FUTURE RATED DOOR. EXISTING ELECTRIC PANELS AND CONDUIT TO REMAIN. EXISTING FIRE ALARM PANEL AND CONDUIT TO REMAIN. LOCATION OF FUTURE RATED DOOR. EXISTING 90 MIN. RATED DOOR TO REMAIN. EXISTING TELECOM PANEL AND CONDUIT TO REMAIN. DEMO PLAN: 2ND FL WELLNESS RM Q05lp STATE OF FLORIDA REGISTERED ARCHITECT g�0 ROBERT A. GLISSON 20 N Z AR0015123 0 ��z zQ '•O THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 THE COMMONS NEW 90 MIN, FIRE RATED DOOR TO 2 4 MATCH ADJACENT EXISTING. } c w 10/15/13 PERMIT SET 2ND FL -NEW ELECT 8/30/13 DESIGN DEVELOPMENT SET LO NEW 2 HOUR RATED WALL. Mark Date Description MATCH ADJACENT FINISHES, Issue/Revision Revision Project ID 13016 NEW 90 MIN. CAD File Name Filename 2ND FL - EXIST WELLNESS FIRE RATED 2ND FL - NEW OR E DOOR TO Drawn By JS MATCH Reviewed By — ADJACENT Plot Date: 00/00/00 j EXISTING. Record Date: 00.00.00 N P EXISTING WELLNESS AREA TO RECEIVE NEW HVAC UNIT FROM r Sheet Title SALVAGE/STOCKPILE. SEE MECHANICAL DRAWINGS. NO 2NG.FL- NEW TELECOM DIMENSIONED FLOOR PLAN OTHER WORK TO BE PERFORMED. SECOND FLOOR n SCALE: AS NOTED DIM FL PLAN: 2ND FL WELLNESS RM Q�p Scale: 114" = 1'-0" � Scale: 114" = 1'-0" ��� A-5, 2 3 2 1 Drawing No. A-5.2 4 RDOOTYPES \ , v. .R. ...` e x� , �..., s. Y s> \. ,. \\n ,r•� _...ate. .. , ,. .. ..,_ .. ,. .. ... Nominal Size DOOR FRAME FIRE RATING O N O -C U) l cU Z3 U O N N E O I; u Q D O O ? _ O iL iL IEX - - - - - - - - - - - - D P ! I IL it Al 310" 6'8" 1 3/4" Swing Simple SCWD PT A HM PT A 60 20 TYPE A TYPE B TYPE C TYPED TYPE E TYPE F A2 3'0" 618" 1 3/4" Swing Simple SCWD PT A HM PT A 60 20 B1,B2 3'0" 618" 1 3/8" Swing Simple MDF PT A WD PT C - - C1 310" 618" 13/8" Bi-fold MDF PT B WD PT D - - C2 40" 618" 13/8" Slider MDF PT C WD PT D - - D1 31011 61811 1 3/8" Swing Simple SCWD PT A HM PT A - - FRAM E TYPES El 610" 61811 1 3/4" Swing Bipari• SCWD PT D HM PT B 60 20 TYPE A 5 TYPE B F1 310" 61811 GI 310" 61811 H1 2110" 61811 H2 211011 618" H3 2' 10" 6'8" HARDWARE NOTES: Existing Stair Door SCWD I PT E HM 1 3/4" Swing Simple Insul, PT F HM Fiberglass 1 3/4" Existing Patio Door Insul, Fiberglass PT F HM 1 3/4" Existing Patio Door Insul, Fiberglass PT F HM 1 3/4" Existing Patio Door Insul, Fiberglass PT F HM 1. ALL HARDWARE SHALL BE GRADE 2, 2, HARWARE FINISHES TO MATCH EXISTING. 3. PROVIDE LEVER SETS ON ALL DOORS. 4. SELF CLOSING DEVICES (CLOSERS OR SPRING HINGES) SHALL BE PROVIDED ON ALL FIRE RATED DOORS. 5. PROVIDE SCHLAGE M490P/M492P OR EQUAL WHERE MAG LOCK IS INDICATED. 6. PROVIDE SCHALGE SERIII-W SCRAMBLE KEYPAD OR EQUAL WHERE KEYPAD IS INDICATED. 7. PROVIDE SCHLAGE CT5000 CONTROLLER OR EQUAL AS REQUIRED FOR ACCESS CONTROLLED DOORS, 8. GC SHALL COORDINATE ALL NECESSARY POWER AND LOW VOLTAGE FOR ACCESS CONTROLLED DOORS WITH DOOR HARDWARE SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR. 9. ALL ACCESS CONTROLLED DOORS SHALL HAVE SAME KEYCODE, 10. ALL KEYING SHALL BE REVIEWED AND APPROVED BY OWNER. GC TO COORDINATE DIRECTLY WITH OWNER. PT A 60 45 PT A - - PT A - - PT A - - PT A - - HARDWARE I GENERAL � O N D Cn U � U N - - EXISTING DOOR TO REMAIN a » MATCH EXISTING DOORS TO REMAIN. RE -USE STOCKPILED DOORS TO » `° Z-1 F PASSAGE » THE GREATEST EXTENT POSSIBLE Z-1G ENTRANCE MATCH EXISTING DOORS TO REMAIN. RE -USE STOCKPILED DOORS TO THE GREATEST EXTENT POSSIBLE MATCH EXISTING DOORS TO REMAIN. RE -USE STOCKPILED DOORS TO STATE OF FLORIDA -- - Z-lA PASSAGE THE GREATEST EXTENT POSSIBLE REGISTERED ARCHITECT Z c �20 - - BIFOLD DOOR HARDWARE. PROVIDE PULL KNOB ROBERT A, GLISSON - < NpwU AR0015123 0 - - SLIDER DOOR HARDWARE. PROVIDE RECESSED PULL w z Z Q Z-lA OFFICE MATCH KEYING WITH EXISTING EMPLOYEE LOUNGE WITHIN MEMORY UNIT. ACCESS MATCH EXISTING DOORS TO REMAIN. PROVIDE MAGLOCK, SCRAMBLE KEYPAD ON BOTH Z-2B CONTROLLED SIDES, DOORS SHALL NOT UNLOCK UPON ACTIVATION OF FIRE ALARM OR LOSS OF POWER. PROVIDE BATTERY BACKUP. ACCESS PROVIDE MAG LOCK, SCRAMBLE KEYPAD ON BOTH SIDES. DOORS SHALL NOT UNLOCK Z-1 B CONTROLLED UPON ACTIVATION OF FIRE ALARM OR LOSS OF POWER. PROVIDE BATTERY BACKUP. E-lA ENTRANCE MATCH EXISTING PATIO DOORS. E-lA ENTRANCE REPLACE EXISTING HINGES WITH SWING CLEAR FULL MORTISE HINGES. - - PROVIDE DEADBOLT KEYED ON BOTH SIDES TO LOCK DOOR E-1 C PANIC PROVIDE HARDWARE TO LOCK DOOR AT NIGHT TO PREVENT ACCESS FROM OUTSIDE, THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 HARDWARE SET DESCRIPTIONS NOTE: NOT ALL DOOR HARDWARE PACKAGES SHOWN MAY BE APPLICABLE TO THIS PROJECT. E-lA LOCK E-1 B LOCK/CLOS E-1 C PANIC E-1 D PUSH/PULL E-1 E DEADLOCK E-2A LOCK E-26 PANIC 1 E-2C PANIC 2 E-21D PUSH/PULL 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 6 - HINGES 6 - HINGES 6 - HINGES 6 - HINGES 1 - LOCK 1 - LOCK 1 -PANIC DEVICE 1 - DEAD LOCK 1 - LOCK 1 - LOCK 2 - PANIC DEVICE 2 - PANIC DEVICE 1 - DEAD LOCK 1 - PHOLD 1 -CLOSER 1 -PANIC TRIM 1 - PUSH PLATE 1 - PHOLD 2 - FLUSH BOLTS 2 - PANIC TRIM 2 - PANIC TRIM 2 - PUSH PLATES c O 1 -SWEEP -CLOSER 1 - PULL PLATE 1 -SWEEP 2 - CLOSERS 1 - FLUSH BOLTS 2 - CLOSERS 2 - PULL PLATES 1 - W'STRIP 1 - PHOLD1 1 - T'HOLD 1 - CLOSER 1 - W'STRIP 1 - T'HOLD 1 - LOCK 1 - PHOLD 2 - FLUSH BOLTS ,c 1 SWEEP 1 - W'STRIP 1 -SWEEP 1 - PHOLD 1 - DEADBOLT LOCK 2 - SWEEPS 1 - T'HOLD 2 - SWEEPS 2 - CLOSERS w 1 - W'STRIP 1 -SWEEP 1 -W'STRIP 2 - SWEEPS 1 - W'STRIP 1 - T'HOLD 1 - DOUBLE CYLINDER 1 - W'STRIP 1 - ASTRAGAL 1 - W'STRIP 1 - ASTRAGAL 2 - SWEEPS 1 - ASTRAGAL 2 - LOCKS (OPT) 1 -W'STRIP 1 - ASTRAGAL Z-1 A LOCK Z-1 B LOCK/CLOS. Z-1 C PANIC Z-1 D PUSH PULL Z-1 E DEADLOCK Z-1 F LOCK/SELF CLOSE Z-1 G LOCK/SELFCLOS Z-1 H PUSH PUSH 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 3 - HINGES 3 - SPRING HINGES W/ 3 - SPRING HINGES W/ 3 - HINGES 1 - LOCKSET 1 - LOCKSET 1 -PANIC DEVICE 1 - PUSH PLATE 1 - LOCK SECURITY FASTNERS SECURITY FASTNERS 2 - PUSH PLATE 1 -STOP 1 - CLOSER 1 -PANIC TRIM 1 - PULL PLATE 1 - DEADBOLT LOCK 1 - LOCKSET 1 -TUBULAR INTERCON 1 -CLOSER 1 -STOP 1 - CLOSER 1 -CLOSER 1 -CLOSER 1 -STOP LOCK W/ DEADBOL 1 -STOP 1 -STOP 1 -STOP 1 - ONEWAY VIEWER 1 -STOP c Z-2A LOCK Z-21B LOCK/CLOSER Z-2C 1 PANIC Z-2D 2 PANIC Z-2E PUSH PULL Z-2F DOUBLE ACTING Lu z 6 - HINGES 6 - HINGES 6 - HINGES 6 - HINGES 6 - HINGES 4 - DOUBLE ACTING 1 - LOCKSET 1 - LOCKSET 1 - PANIC DEVICE 2 - PANIC DEVICES 2 - PUSH PLATES DOOR PIVOT 1 - FLUSH BOLTS 1 - FLUSH BOLTS 1 - PANIC TRIM 2 - PANIC TRIMS 2 - PULL PLATES 4 - PUSH PLATES 2 - STOPS 2 - STOPS 2 - FLUSH BOLTS 2 - CLOSERS 2 - CLOSERS 2 - STOPS 2 - CLOSERS 2 - CLOSERS 2 - STOPS 2 - STOPS 2 - STOPS 2 - LOCKS FLAME SPREAD INTERIOR WALL AND CEILNG FINISH REQUIREMENTS DOOR NOTES & REMARKS Group Vertical exits and exit Exit access corridors Rooms and enclosed passageways (a,b) and other exitways spaces (c) B A B C DOOR DIMENSIONING: (THE DOOR SIZE SHALL BE GOVERENED BY THE DOOR SCHEDULE) 1. ALL DOOR IN A FRAMED PARTITION WALL ARE TO BE LOACTED BY ONE OF THE FOLLOWING- a.) Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 sq ft of applied surface area in the grade lobby where applied directly to a noncombustible base or over A. IF THE DOOR IS LOCATED CLOSE TO ANOTHER WALL AT A RIGHT ANGLE PROVIDE MIN 4" furring strips applied to a noncombustible base and fireblocked as required by section 803,3.1. RETURN (TYP). B. THE DOOR IS CENTERED IN A WALL. b.) In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interior finish C. OR AS DIMENSIONED ON THE PLAN. for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. 2. CONTRACTOR TO COORDINATE ALL REQUIRED ROUGH OPENINGS W/ THE DOOR MANUFACTURER c.) Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing partitions shall extend from DOOR NOTES: the floor to ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of 1. ALL DOORS' TYPE, STYLE & HARDWARE SHALL MATCH EXISTING. CONTRACTOR SHALL the group classification of the building or structure. COORDINATE ALL HARDWARE & CARD ACCESS REQUIREMENT WITH OWNER. 2, G.C. TO COORDINATE DOOR MANUFACTURERS UNIT DIMENSION WITH REQUIRED ROUGH OPENING. 3. CONTACT ARCHITECT IF THERE IS A DISCREPANCY BETWEEN DOOR SIZE SHOWN AND ACTUAL OPENING, 4. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL DOOR AND FRAME REQUIREMENTS AND INSTALLATION RECOMMENDATIONS, 5. PROVIDE 1/4" LABELED CLEAR TEMPERED GLASS AT NONRATED DOORS, WHEN APPLICABLE 6. PROVIDE LABELED FIRE RATED GLASS WHEN APPLICABLE. 4 3 2 - 10/15/13 PERMIT SET - 8/30/13 DESIGN DEVELOPMENT SET Mark I Date Description SAFETY GLAZING NOTES & REMARKS Issue/Revision Revision Project ID 13016 CAD File Name Filename SAFETY GLAZING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: Drawn By APM Reviewed By JS A) INGRESS AND EGRESS DOORS Plot Date: 00/00/00 B) FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS Record Date: 00.00.00 Sheet Title C) DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN OUTLET, D) INDIVIDUAL FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL DOOR SCHEDULE EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. _ E) INDIVIDUAL OR OPERABLE PANEL, OTHER THAN THOSE DESCRIBED ABOVE THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. 2. BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR 3. TOP EDGE GREATER THAN 36" ABOVE FLOOR SHEET SCALE: NTS 4. ONE OR MORE WALKING SURFACES WITHIN 36" HOR. OF THE PLANE OF THE GLAZING 5. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS Drawing No. F) GENERAL CONTRACTOR (G.C.) TO VERIFY REQUIREMENTS FOR TEMPERED GLAZING PER ALL APPLICABLE CODES. G) G.C. TO DETERMINE MINIMUM GLASS THICKNESS PER ALL APPLICABLE CODES A-6,1 H) GLAZING SEALANTS SHALL COMPLY WITH SEALANT AND GLASS MANUFACTURERS TO SUIT PARTICULAR PROJECT APPLICATION ANDD SURFACES CONTACTED. COLOR SHALL MATCH ADJACENT SURFACES, 1 ID b to] to ICE 5 4 3 2 i _EXIST � F04 pl, OMIT GYP. OMIT GYP. s ow CONCEALED CONCEALED SIDE OF STUDS SIDE OF STUDS TYP. UNIT 1 A ENLARGED PLAN SCALE: 114" = 1'-0" N EXIST * * OMIT GYP. BD. ON CONCEALED SIDE OF STUDS Dc='4 EXIST EXIST EXIST x II L J X w F04 F02 TYP. UNIT 1 B ENLARGED PLAN SCALE: 114" = P-0" U-419a * * OMIT GYP. BD, ON CONCEALED SIDE OF STUDS TYP. UNIT 2 ENLARGED PLAN SCALE: 114" = 1'-0" * * OMIT GYP. BD. ON r'CIrVrFAI Fn 0 a v 0 0 9 * * OMIT GYP, BD. ON CONCEALED SIDE OF STUDS 2c TYP. UNIT 3 ENLARGED PLAN SCALE: 114" = 1'-0" C( SID FLOOR PLAN NOTES/LEGEND: GENERAL NOTES: REFER TO SHEET A-0,2 "LIFE SAFETY PLAN - WALL RATINGS" FOR RATING REQUIREMENTS OF WALLS. ALL WALLS AT PERIMETER OF RESIDENT UNITS TO RECIEVE 5-1/2" BATT SOUND INSULATION, PROVIDE SOUND INSULATION AT PERIMETER OF EACH BEDROOM WITHIN TWO BEDROOM UNITS AS WELL, EXTEND EXISTING CONCEALED FIRE RATED ENVELOPE (RATED GYP. BOARD) ABOVE EXISTING CORRIDORS TO MEET THE NEW EXTENTS OF COMMON AREAS. MATCH EXISTING RATING. SEE ENLARGED UNIT PLANS FOR MORE INFORMATION. �l ALIGN FINISHES 6'-0" HIGH ALUMINUM FENCE TO MATCH EXISTING ELSEWHERE. EXACT LOCATION TO BE 2 DETERMINED BY CIVIL ENGINEER UNDER A SEPARATE DESIGN PACKAGE / SEPARATE PERMIT, GC TO BUDGET 180 LINEAR FEET OF FENCE WITH (2) 48" WIDE GATES, GATES TO BE EQUIPED WITH LOCKING LEVER HANDLES BOTH SIDES (KEYCODE REQUIRED FOR ENTRY AND EXIT) AND AUTOMATIC CLOSERS. KEYCODE TO MATCH STAIRWELL DOORS WITHIN RENOVATED AREA. GC TO ACCOUNT FOR LANDSCAPING / IRRIGATION ON BOTH SIDES OF NEW FENCE, 48" WIDE WALKWAY - WITHIN FENCED ENCLOSURE - TO MATCH CONSTRUCTION AND FINISH 3 OF EXISTING WALKWAYS, EXACT LOCATION TO BE DETERMINED BY CIVIL ENGINEER UNDER A SEPARATE DESIGN PACKAGE / SEPARATE PERMIT. GC TO BUDGET 140 LINEAR FEET OF WALKWAY. 48" WIDE WALKWAY - FROM NEW EMERGENCY EXIT TO EXISTING WALKWAY ON OPPOSITE SIDE OF DEMOLISHED SHUFFLEBOARD COURTS -TO MATCH CONSTRUCTION AND FINISH OF EXISTING WALKWAYS. EXACT LOCATION TO BE DETERMINED BY CIVIL ENGINEER UNDER A SEPARATE DESIGN PACKAGE / SEPARATE PERMIT. GC TO BUDGET 90 LINEAR FEET OF WALKWAY. ISOLATE NEW WALKWAY FROM EXISTING BUILDING WITH 36" PLANTING BED/GRASS MINIMUM (EXCEPT AT DOORS ETC) EXISTING SHUFFLE BOARD COURTS TO BE DEMOLISHED, DEMOLITION TO PROCEEED UNDER CIVIL ENGINEERING DRAWINGS UNDER A SEPARATE DESIGN PACKAGE / PERMIT. THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 PERMIT SET 8/30/13 1 DESIGN DEVELOPMENT SET Mark I Date Descriptic Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By JS Reviewed By JS Plot Date: 00/00/00 Record Date: 00.00.00 Sheet Title Drawing No. ENLARGED TYPICAL UNIT PLANS SCALE: 114" = 1'-0" TYP. UNIT 4 ENLARGED PLAN 4A TYP. UNIT 5A ENLARGED PLAN 2A TYP. UNIT 5B ENLARGED PLAN SCALE: 114" = 1'-0" 1.1 A-1SCALE: 114" = P-0" A-11 1 SCALE: 114" = P-0" 5 4 3 2 1 A-1 11 5 4 3 1 2 1 1 MW i s N N BOOKCASE BY OWNER I ZZ BOOKCASE BY OWNER LU op ----------------------------------------------------------------------------------------------------------------------- --- 10" 12-3" 12'-3" c 9'-1 1/2" 9'-1 1/2" 2'-1" 1'-0 1/2" 12'-3" w o? NI i BOOKCASE BY OWNE m 2B S40 A-11.6r-----------, � 1 B/A-11.6 "' 'W/'� Q 00 _ W O _ r � z i 4U Q 12'-3" L LJ 10" STATE OF FLORIDA REGISTERED ARCHITECT .•zc a0 ROBERT A, GLISSON > O U ,' N N Z (" AR0015123 0 "+ = a �N = 3 N THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 a THE ,E COMMON'S - 10/15/13 8/30/13 PERMIT SET DESIGN DEVELOPMENT SET Mark Date Description Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By APM Reviewed By JS Plot Date; 00/00/00 Record Date; 00.00.00 Sheet Title Drawing No. ENLARGED COMMON AREA PLAN SHEET SCALE: AS NOTED A-1 1,2 5 lA ENLARGED PLAN; COMMON AREAS A-11.2 Scale; 1 /4" = 1'-0" Z 3 1 0 5 ENL. PLAN: UNISEX TOILET 138A Scale: 1/2" = 1'-0" 5c ENL. PLAN: TYPICAL TOILET �13 Scale: 1/2" = 1'-0" ACCESSIBLE MIRROR PAPER TOWEL DISPENSE \ B LAVATORY SINK Tuf < Q _ X C` ` N _z iT KNEE 8" 6" TOE CLEARANCE MINN MA CLEARANCE 1'- 5" MIN Ir DEPTH 3'-0" M IN. 6" GRAB BAR MAX. 1 1/� TOILET w rn P u) co u_ O n O NOTES E 4D INT, ELEW UNISEX TOILET 138A A-11,3 Scale: 1/2" = 1'-0" 6 CTW 2 • � CTW-1 CTW-1 tCTW�-2 CTW-1 0 OCTB-1 LLI 4c INT, ELEW TYPICAL TOILET A-11,3 Scale: 1/2" = 1'-0" MIRROR CENTEREE LAVATORY U LAVATORY SI C GRP 1-1/2" TO 1-3/4"—, PLYWOOD BACKER AS REQUIRED TOILET DISPENSER (FEI` NAPKIN DISI ABOVE, REQI 1 SEE PLUMBING DRAWINGS FOR TOILET FIXTURE MODELS, 2 PROVIDE 2X6 BLOCKING BEHIND WALL AT THE FOLLOWING LOCATIONS: • ALL COUNTERTOPS @ 28" A.F.F. (UNLESS OTHERWISE NOTED) • ALL WALL MOUNTED UPPER CABINETS ACCORDING TO CABINETS DIMENSIONS • ALL BATHROOM ACCESORIES; COORDINATE WITH RECOMMENDED MOUNTING HEIGHT BY MANUFACTURER. • ALL WALL MOUNTED SPECIAL EQUIPMENT • ALL WALL MOUNTED BATHROOM FURNITURE FIXTURES 5 3, ALL ACCESSIBLE BATHROOM EQUIPMENT TO COMPLY WITH A.D.A. 4.1. 4, WALL MOUNTED FIXED MIRRORS TO BE 1/8" THICK. 5. SEE SHEET A-13.1 FOR FINISH LEGEND 4 3D INT. ELEV.: UNISEX TOILET 138A A-11.3 Scale: 1/2" = 1'-0" 0 CTB-1 3c INT. ELEW TYPICAL TOILET A-11.3 Scale: 1/2" = 1'-0" CTB-1 (2D INT. ELEW UNISEX TOILET 138A 1 JScale: 1/2" = 1'-0" 13 ('2c_" INT. ELEW TYPICAL TOILET A-11,3 Scale: 1/2" = 1'-0" 0 FLORIDA BUILDING CODE - CHAPTER 11 FIXTURE CLEARANCES TOILET ACCESSORY SCHEDULE MARK TYPE SECTION FIGURE No, MODEL # DESCRIPTION MOUNTING HEIGHT A 30" X 48" - "CLEAR FLOOR OR GROUND SPACE" * AT ACCESSIBLE LAVATORIES, ETC FLORIDA ACCESSIBILITY CODE 305.3 SER -ED El BOBRICK B-262 W/ 262-130 ACCESSORY CLASSIC SERIES SURFACE MOUNTED PAPER TOWEL DISPENSER W/ TOWEL ACCESSORY 39" AFF. TO BOTT. OF UNIT (TYP) B 5' RADIUS FOR 180' TURNS FLORIDA ACCESSIBILITY 304.3.1 (NO FIGURE) E2 BOBRICK B-2740 SURFACE MOUNT DOUBLE -ROLL 30" AFF. TO CENTER OF UNIT CODE TOILET TISSUE DISPENSER (19" AFF.TO CENTER AT ACCESSIBLE STALL/RESTROOM) FLORIDA C 59" X 60" WATER CLOSET CLEARANCE MIN. ACCESSIBILITY 604.8.1.1 (b) CODE E3 BOBRICK B-2111 CLASSIC SERIES SURFACE MOUNT SOAP DISPENSER FLORIDA E4 BOBRICK B-293 1830 SERIES TILT FRAMED 39" AFF. TO BOTT. OF UNIT D T-SHAPED SPACE FOR 180° TURN ACCESSIBILITY 304.3.2 CODE MIRROR E REQUIRED DOOR CLEARANCE FLORIDA ACCESSIBILITY VARIES E5 BOBRICKB-580SX36 B-5806X42 GRAB BARS (1 PAIR) 33" AFF. TO TOP OF UNIT CODE E6 BOBRICKB-68137.99 TWO -WALL TUB/SHOWER 33" AFF, TO TOP OF UNIT COMPARTMENT GRAB BAR - PEENED E7 BOBRICK B-254 CLASSIC SERIES SURFACE 33" AFF. TO TOP OF UNIT MOUNTED SANITARY NAPKIN (30" AFF. TO TOP OF UNIT AT DISPOSAL ACCESSIBLE STALL) E8 BOBRICK B-6806.99 STRAIGHT GRAB BAR X 30 33" AFF. TO TOP OF UNIT G CT FRONT APPROACHES 3 4'-6" MIN, HINGE SIDE APPROACHES I---------------, Lu w a z 20" MIN. O Uco - N z L ? 0 1'-6" MIN. oo LO LATCH SIDE APPROACHES 2 CTB-1 riD INT. ELEV.: UNISEX TOILET 138A Scale: 1/2" = 1'-0" 1 �1.3 0 o� CTB-1 lc INT. ELEW TYPICAL TOILET A-11.3 Scale: 1 /2" = 1'-0" STATE OF FLORIDA REGISTERED ARCHITECT ••Zc a � O • ROBERT A, GLISSON N Z (' AR0015123 0 N=z J N3o Za THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 - 10/15/13 8/30/13 PERMIT SET DESIGN DEVELOPMENT SET Mark Date Description Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By APM Reviewed By JS Plot Date: 00/00/00 Record Date: 00.00.00 Sheet Title ENLARGED PLANS & ELEVATIONS RESTROOMS Drawing No. SHEET SCALE: AS NOTED A-1 1.3 A 0 IN HALL - ___ -- - I�rr4-�- ----- ________ In 2A A-11.5 TYP. 5c SECTION: LOUNGE "g„ 5B 5A 3D sc SECTION: LOUNGE "A" /LOUNGE "B„ 5D A11.5 A11.5 A1L5 A_11. A-11,5 Scale: 1/4" = 1'-0" A-11.5 Scale: 1/4" = 1'-0" 513SECTION: LOUNGE "g" A-11,5 Scale: 1/4" = 1'-0" 5C -11 HALL -------`----------:.,."-- - - - - - ------ UNIT 158 5 1 4 I 3 CORRIDOR WALL ABOVE NEW HVAC TROUGH. SEE REFERENCED DETAIL MAINTAIN LARGEST CLEAR PASSAGE THROUGH STRUCTURAL MEMBERS AS POSSIBLE WHILE MAINTAINING CONTINUOUS RATED CLADDING. NEW STEEL BEAM PER STRUCTURAL DRAWINGS. CLAD BEAM PER GYPSUM ASSOCIATION ASSEMBLY "GA FILE NO, BM 1137" ----- ------------------ NEW STEEL COLUMN PER III AmSTRUCTURAL DRAWINGS. CLAD COLUMN PER GYPSUM ASSOCIATION ASSEMBLY "GA FILE NO. CM 1450" NEW ACOUSTIC CEILING. SEE RCP FOR HEIGHT. NEW 3" CROWN MOLDING -- (PROFILE SSI-481). PROVIDE BLOCKING AS REQUIRED. INSTALL WITH 3/8" GAP BETWEEN TOP OF MOLDING AND BOTTOM OF ACOUSTIC GRID TO PERMIT PROPER SEATING OF ACOUSTIC TILES. GYP. BD. TRIM BAND. CAULK. � CAP UNDERSIDE OF BEAMS IN HALLWAY W/ WOOD ----T----- T ----- PANELS: - 3/4" FINISH GRADE PLYWOOD FULL WIDTH OF BEAM. (NO VISIBLE SEAMS PERMITTED) `3/4" - 1X2 TRIM EACH SIDE. COLUMN CAPITAL. SOLID WOOD. MITERED AT CORNERS. COLUMN COVER: P-2" 3/4" FINISH GRADE PLYWOOD W/ 2X2 CONTINUOUS INTERNAL BLOCKING @ CORNERS. - INSTALL OVER RATED COLUMN CLADDING ASSEMBLY - INSTALL CORNER GUARDS AT ALL OUTSIDE CORNERS (OWNER SUPPLIED / GC INSTALLED) BASE MOLDING TO MATCH ADJACENT EXISTING, FLOOR AS SPECIFIED DETAIL: COLUMN & HVAC CROSS OVER Scale: 1 1 /2" = 1'-0" 2 1 CONTINUOUS 2X4 LEDGER SECURED TO SID OF EXISTING TRUSSES. BOTH SIDES OF TROUGH NEW SOUND INSULATION (3) SIDES OF TROUGH. OPTIONAL. PROVIDE NEW RATED GYP. BOARD WITHIN TROUGH. TREAT ALL SEAMS TO MAINTAIN CONTINUOUS ASSSEMBLY. EXISTING UL RATED FLOOR ASSEMBLY TO REMAIN / BE MODIFIED. HVAC DUCT PER MECHANICAL DRAWINGS. ACOUSTIC CEILING - SEE RCP FOR HEIGHT DETAIL: HVAC "TROUGH" @ COMMON AREAS Scale: 1 1/2" = 1'-0" CONTINUOUS 2X4 LEDGER SECURED TO SIDE OF EXISTING TRUSSES. BOTH SIDES OF TROUGH NEW SOUND INSULATION (3) SIDES OF TROUGH. OPTIONAL. PROVIDE NEW RATED GYP. BOARD WITHIN TROUGH. TREAT ALL SEAMS TO MAINTAIN CONTINUOUS B ASSSEMBLY. EXISTING UL RATED FLOOR ASSEMBLY TO REMAIN / BE MODIFIED. HVAC DUCT PER MECHANICAL DRAWINGS. 7/8" METAL HAT CHANNELS @ 24" O.C. MAX DETAIL: HVAC "TROUGH" @ UNITS STATE OF FLORIDA REGISTERED ARCHITECT ,•Zc a� -----_--- --- M ROBERT A. GLISSON NQO AR0015123 0 --� < N�z —� THE COMMONS ON PRETTY POND Scale: 1 1 /2" = P-011 * • < AT FULL HEIGHT CEILINGS (I.E. SLEEPING AREAS) I _ lA DETAIL: HVAC "TROUGH" @ UNITS A-1 1 FJ Scale: 1 1 /2" = 1'-0" CONTINUOUS Mark 2X4 LEDGER SECURED TO SID Issue/Revision OF EXISTING Project ID TRUSSES, BOTH SIDES OF CAD File Name TROUGH Drawn By NEW SOUND Reviewed By INSULATION (3) Plot Date: SIDES OF Record Date: TROUGH. OPTIONAL. Sheet Title PROVIDE NEW RATED GYP. BOARD WITHIN TROUGH. TREAT ALL SEAMS TO MAINTAIN 14 CONTINUOUS ASSSEMBLY. EXISTING UL RATED FLOOR ASSEMBLY TO REMAIN / BE MODIFIED. Drawing No, HVAC DUCT PER MECHANICAL DRAWINGS. GYP. BOARD SUSPENSION SYSTEM. ARMSTRONG DRYWALLGRID OR SIMILAR AT LOWERED CEILINGS (I.E. HALL/TOILET) 1 38130 Pretty Pond Road Zephyrhills, FL 33540 .. -.... v Y 1 o �E 10/15/13 PERMIT SET Date Revision 13016 Filename APM JS 00/00/00 00.00.00 SECTIONS AND DETAILS COMMON AREAS SHEET SCALE: AS NOTED A-1 1.5 on 5 1 4 1 3 1 2 1 1 ID IC I IA STATE OF FLORIDA REGISTERED ARCHITECT zc cc _ o ROBERT A. GLISSON AR0015123 0 ° ^' w� �Z THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 PERMIT SET Mark Date I Description Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By APM Reviewed By JS Plot Date: 00/00/00 Record Date: 00.00.00 Sheet Title MILLWORK ELEVATIONS COMMON AREAS SHEET SCALE: AS NOTED Drawing No 5 1 4 1 3 1 2 1 1 A-1 1.6 ID IC IA A-12.1 � Ili dill ■ inm Y non uou �uGii uoii MW �' � , , , , nun uu■. nun unri , uuo uuu uuu uu■� 1. . oo niui u■v ■` ENE F0010460,soon ri ............ t t 0 0 t t 0 t t 0 0 0 NINON INS r1B REFLECTED CEILING PLAN �12. Scale: 1/8" = 1'-0" STATE OF FLORIDA REGISTERED ARCHITECT -zc c o � •. �o ROBERT A. GLISSON AR0015123 0 "C N�a THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 Z 10/15/13 PERMIT SET 8/30/13 DESIGN DEVELOPMENT SET Mark I Date Description Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By APM Reviewed By JS Plot Date: 00/00/00 Record Date: 00.00.00 Sheet Title REFLECTED CEILING PLAN FIRST FLOOR Drawing No. SHEET SCALE: VARIES A-12.1 KEY PLAN; REFLECTED CEILING PLAN Z Scale: 1:500 5 4 3 2 1 5 4 3 2 1 'P. BU. ULG -10" AFF 1P, BD. CLG -0" AFF ID CENTER SCONCE (CENTER SCONCE ON SINK BELOW. ON SINK BELOW. IC B.O. GYP. BD. CLG ELEV: 8'-0" AFF B.O. GYP. BD. CLG ELEV: 9'-0" AFF TYP. UNIT 1 A ENL. REF, CLG. PLAN SCALE: 1 /4" = 1'-0" i (P• BU. CLG '-10" AFF (P. BD. CLG '-0" AFF ALIGN (P. BD. CLG '-0" AFF (P. BD. CLG _'-0" AFF TYP. UNIT 1 B ENL, REF, CLG. PLAN SCALE: 1 /4" = 1'-0" ON SINK BELOW. TYP, UNIT 2 ENL. REF. CLG. PLAN SCALE: 1 /4" = P-0" (P. BU. UL(z; '-10" AFF (P. BD. CLG -0" AFF (P. BD. CLG '-0" AFF (P. BD. CLG '-0" AFF (P. BD. CLG '-0" AFF GYP, BD, CLG 8'-0" AFF CENTER SC ON SINK BELOW. CENTER SCONCE ON SINK BELOW. TYP. UNIT 3 ENL, REF. CLG, PLAN SCALE: 1 /4" = 1'-0" GYP. BD, CLG 9'-10" AFF 3YP. BD. CLG 9'-0" AFF 3YP. BD. CLG 8'-0" AFF GYP, BD. CLG 9'-0" AFF STATE OF FLORIDA REGISTERED ARCHITECT —2 ROBERT A. GLISSON �QO _ AR0015123 0 N Z p �3 >a THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 — °� EQ. EQ. EQ EQ J I W LLJ EQ. EQ. w CENTER SCONCE q ON SINK BELOW. B.O, GYP. BD. CLG ELEV: 8'-0" AFF B.O. GYP, BD. CLG ELEV: 9' 0" AFF Cw w EQ EQ EQ EQ Jg JB 1' b" ..__.. ........ _ 1 LU Q1 Qi I B.O. GYP. BD. CLG - - - ELEV: 9' 10" AFF wisiv�i<� yr w WALL. EQ EQ EQ EQ Js JB 1'�" B.O. GYP. BD. CLG ELEV 8' 0" AFF Qw Cw .__...... OL B.O. GYP. BD. CLG ELEV: 9'-10" AFF ....... - 10/15/13 8/30/13 PERMIT SET DESIGN DEVELOPMENT SET Mark Date Descriptic Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By APM Reviewed By JS Plot Date: 00/00/00 Record Date: 00,00.00 REFLECTED CEILING PLAN TYPICAL UNITS SHEETS SCALE: 1/4" = 1'-0" Drawing No. A-12.2 TYP. UNIT 4 ENL, REF( CLG, PLAN SCALE: 1 /4" = 1'-0" 5 TYP, UNIT 5A ENL. REF. CLG. PLAN SCALE: 1 /4" = P-0" 4 3 TYP. UNIT 5B ENL. CLG. PLAN SCALE: 1 /4" = 1'-0" 2 5 4 2 1 B.O. ACT CLG @ HALL B.O. GYP. BD. CLG @ ROOM ENTRIES B.O. EXIST. GYP. BD. "BEAMS" /ELEV: 9 0" AFF (MATCH EXIST) ELEV: 8'-0" AFF // ELEV: 8'-0" AFF (VERIFY)/ ID I IA EQ, :EQ, Q I EQ. EQ, w w -- CENTER SCONCE - - _ BETWEEN DOORS EQ. EQ. Ql ON OPPOSITE LU -- - - -- I SIDE B.O. EXIST, GYP. BD. "BEAMS" ELEV: 8'-0" AFF (VERIFY) / B.O. ACT CLG @ HALL EQ. -7" 1r 3D ENLARGED RCP: NORTH HALL A-12Scale: 114" = 1'-0" Z .3 ELEV: 9'-0" AFF (MATCH EXIST) B.O. GYP. BD. CLG @ ROOM ENTRI ELEV: 8 0" AFF/ .. NAM f •� INN � ■■■� E � ME FIJIMEN FAI .. - 0 1� ■ KEY PLAN: REFLECTED CEILING PLAN �Z Scale: 1:500 5 4c ENLARGED RCP: SOUTH HALL A-12,3 Scale: 114" = 1'-0" �441// e : -�-- �i �I o ■■ c 5A -11 3 ■A NoNOMINEE ■, 1 MN " • EM INNIPIR WMEMMMOWMA-.1 .__._.__.... _... N - B4O. GYP. BD. "BEAMS" B.O. GYP. BD. SOFFIT - 111 ri o1 a te' I NEEMEMIS IMINE NEMESIS MINE loll[ C1qh loll 014h = w EQ I EQ I B.O. GYP. BD. TRIM BAND ELEV: 8'-8" AFF B.O. GYP. BD. SOFFIT ELEV: 8'-6" AFF B.O. GYP. BD. SOFFIT ELEV: 8'-4" AFF O. GYP. BD. SOFFIT _EV: 7'-8" AFF MR. :..:.: i o -N INN , e o ■■ t� ■ 7"17" �C I CLU CcP HALL 9'-0" AFF (MATCH EXIST) qEW GYP. BD. "BEAM" 8'-0" AFF (VERIFY) ELEV: 8'A" AFF 0 o ■-ME■ 101MEE01 • ■MM • i loll MEN EMEMEM No -on OnAl loll No • ■ ■■■ ■ENNEN B.O. GYP. BD. "BEAM" A IGN =LEV: 9'-0" AFF EQUAL a w , I ELEV: 9'-0" Lu EQ. 3" CROWN EQ. LU B.O. ACT ELEV: 9'-0" AFF ■ ENLARGED RCP; COMMON AREAS Q� Scale: 114" = 1'-0" 1 STATE OF FLORIDA REGISTERED ARCHITECT ROBERT A. GLISSON AR0015123 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 8/30/13 PERMIT SET DESIGN DEVELOPMENT SET Mark I Date I Description Issue/Revision Revision Project ID 13016 CAD File Name Filename Drawn By APM Reviewed By JS Plot Date: 00/00/00 Record Date: 00.00.00 Sheet Title Drawing No. REFLECTED CEILING PLAN COMMON AREAS SHEET SCALE: 114" = 1'-0" A-12.3 J 5 4 3 2 1 I 14 A GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND ENGINEERS. 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS AND CONDITIONS UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS UNTIL THE BUILDING IS COMPLETED. 4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH APPROPRIATE PROVISIONS OF EACH OF THE FOLLOWING: A. THE FLORIDA BUILDING CODE, 2010 EDITION. B. ACI STANDARD 318-08 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. C. BUILDING CODE REQUIREMENTS FOR MASONRY Q STRUCTURES (ACI 530-08/ASCE 5-10/TMS 402-05). D. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" NINTH EDITION. E. AMERICAN FOREST AND PAPER ASSOCIATION, NATIONAL DESIGN SPECIFICATION 2005 EDITION. F. ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". 5. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHITECT PRIOR TO PERFORMING WORK. IN CASE OF CONFLICT THE MOST STRINGENT CONDITION SHALL APPLY. 6. ALL DIMENSIONS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND WITH EQUIPMENT MANUFACTURER (I.E. WINDOW, DOOR, AIR HANDLER, ETC.). CONTRACTOR MUST OBTAIN AN ARCHITECTURAL DIRECTIVE IN CASE OF ANY CONFLICT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN IN STRUCTURAL DRAWINGS, CONCRETE AND REINFORCING: 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI-318". 2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTHS AS INDICATED BELOW: CONCRETE MAX WATER TYPE STRENGTH CEMENT RATIO AGGREGATE LOCATION USED 3000 PSI 0.52 STONE CONCRETE U.N.O. 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE. PRIOR TO POURING CONCRETE. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706. 4. ALL WELDED WIRE FABRIC (W.W.F.) IN FLAT SHEETS ONLY AND SHALL CONFORM TO ASTM A-185. 5. UNLESS NOTED, ALL BARS MARKED CONTINUOUS SHALL BE SPLICED AT ALL LAP POINTS AND CORNERS AND DEVELOPED AT NON -CONTINUOUS ENDS AS PER TYPICAL DETAILS. SPLICE CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AND SPLICE CONTINUOUS BOTTOM BARS AT SUPPORTS. 6. CONCRETE COVER FOR REINFORCING BARS SHOWN IN TYPICAL DETAILS. 7. UNLESS NOTED, TEMPERATURE REINFORCING (ASTM A-615-60) TO BE 0.0018 X CONCRETE AREA. 8. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED JUST BEFORE PLACING NEW CONCRETE IN ACCORDANCE WITH THE BUILDING CODE. 9. CONTRACTOR SHALL COORDINATE PLACEMENT OF, OR BOX OUT FOR, ALL PIPE SLEEVES, OPENINGS, ETC, REQUIRED FOR VARIOUS TRADES. 10. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN SUFFICIENT TIME TO ALLOW THEM TO SET ANCHORS, INSERTS, BOLTS, HANGERS, ETC., AS REQUIRED FOR THEIR USE. 11. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE PUMPED THROUGH ALUMINUM PIPES. CONCRETE SHALL NOT BE PLACED IN CONTACT WITH ALUMINUM, ALUMINUM MIXING DRUMS, TRUCK MIXERS, BUGGIES, CHUTES, CONVEYORS, TREMIE PIPES, AND OTHER EQUIPMENT MADE OF ALUMINUM SHALL NOT BE USED ON THIS PROJECT. 12. SLUMPS OF OVER 4 INCHES WILL NOT BE PERMITTED UNLESS THE HRWR ADMIXTURE (SUPER PLASTICIZER) IS USED. MAXIMUM SLUMP IS THEN 8 INCHES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 13. NO ADMIXTURE SHALL BE USED IN CONCRETE EXCEPT WITH THE PERMISSION OF THE ENGINEERS AND AFTER LABORATORY DESIGN MIX APPROVAL. ALL ADMIXTURES SHALL CONTAIN NO MORE CHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER. 14. WATER REDUCING ADMIXTURE SHALL CONFORM TO THE ASTM C-494, TYPE A, AND SHALL BE USED IN ALL CONCRETE. 15. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260. AIR CONTENT OF CONCRETE SHALL BE USED AS FOLLOWS: A. FOR CONCRETE EXPOSED TO SOIL AND/OR WEATHER, 5%. B. FOR INTERIOR WALLS, COLUMNS, AND SLABS, 3%. 20. FLY ASH - ASTMC618, TYPE C OR TYPE F SHOULD BE USED BUT NOT TO EXCEED 20% CEMEN1111OUS CONTENT. 21. ALL EXPOSED CONCRETE SLABS SHALL RECEIVE A CURING COMPOUND. THE CURING COMPOUND SHALL CONFORM TO ASTM C309 AND SHALL HAVE 30% SOLIDS MINIMUM. WATER/BLANKET CURING AS PER ACI RECOMMENDATION MAY BE USED AS ALTERNATE. GENERAL STRUCTURAL NOTES SETTLEMENT NOT TO EXCEED 1/8 CONTRACTOR MUST CONTACT A GEOTECHNICAL ENGINEER TO DO A SOIL EXPLORATION WHICH MUST INCLUDE BORINGS AT A MINIMUM RATE OF ONE FOR EVERY 3000 SQUARE FOOT OF BUILDING BUT NOT LESS THAN TWO BORINGS, THE BORINGS MINIMUM DEPTH SHOULD BE TWENTY FIVE FEET (25'-0") OR TWICE THE LARGEST DIMENSION OF THE LARGEST FOUNDATION WHICH EVER IS GREATER, THESE REQUIREMENTS MAYBE MODIFIED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. A REPORT SIGNED AND SEALED BY A PROFESSIONAL GEOTECHNICAL ENGINEER MUST BE SUBMITTED TO MICE PRIOR TO ANY FOUNDATION WORK, 2. FILL AND SUBGRADE PREPARATION SHALL BE AS NEEDED TO OBTAIN THE SAFE BEARING PRESSURE INDICATED ON NOTE 1. ALL ORGANICS AND UNSUITABLE SOIL SHOULD BE REMOVED AND A MINIMUM OF 98% MUST BE OBTAIN UNLESS GEOTECHNICAL ENGINEER RECOMMENDATIONS ALLOW A LOWER PERCENT OF COMPACTION. 3. ALL COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMN CENTERLINES UNLESS OTHERWISE NOTED. 4. BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE CAREFULLY WITH SMALL COMPACTION EQUIPMENT, AFTER SLABS ON GROUND ARE IN PLACE AND CONCRETE HAS SET, NO TRUCKS, BULLDOZERS, ETC. SHALL BE ALLOWED CLOSER THAN 6'-0" TO ANY FOUNDATION WALL. ANY WALL 3'-0" OR HIGHER MUST BE BRACED DURING THE CONSTRUCTION PROCESS. 5. NO FOUNDATIONS SHALL BE PLACED ABOVE 1 VERTICAL ON 2 HORIZONTAL SLOPES EXTENDED FROM THE CLOSEST EDGE OF ANY UNDISTURBED SOIL OR OTHER FOUNDATION STRUCTURE. BOTTOM OF FOOTINGS SHALL NOT BE LESS THAN 1'-0" BELOW EXISTING GRADE (U.N.O.). 6. FOR FOUNDATIONS SIZE AND REINFORCING SEE SCHEDULE. 7. CONTRACTOR SHALL TREAT SOIL BENEATH BUILDING FOR TERMITES. WOOD FRAMING NOTES: 1. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. ALL FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE #2 OR BETTER. 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER. 5. MINIMUM OF 3-PLY STUD COLUMNS TO BE INSTALLED AT BEAM OR GIRDER TRUSS BEARING LOCATIONS UNLESS NOTED OTHERWISE. 6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0" AT MID -HEIGHT, AND SHEATHING JOINT. BRACE GABLE END AT 4'-0" O.C. AS SHOWN IN THE DRAWINGS. 7. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR OF NATURAL DURABLE WOOD. 8. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH AN APPROVED TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 AND BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 9. SHEATHING SHALL BE APA EXTERIOR GRADE RATED, AND INSTALLED WITH PLY -CLIPS AT 24" O.C. SEE NAILING SCHEDULE FOR SHEATHING CONNECTION. 10. FLOOR SHEATHING SHALL BE A MINIMUM OF 5/8" TONGUE AND GROOVE TYPE SUPPORTED AT 24" O.C. MAX, UNLESS NOTED OTHERWISE IN PLAN. 11. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 12. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE OR APPROVED EQUAL. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS REQUIRED BY THE MANUFACTURER TO ACHIEVE LOAD CAPACITY. 13. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER HIB-91 RECOMMENDATIONS AND SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM, UNLESS NOTED OTHERWISE. 14. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL WORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS. 2. STRUCTURAL STEEL SHALL CONFORM TO: WIDE FLANGE (WF) ASTM A992 (50 KSI) SHAPES (L,T,C,PL) ASTM A36 STRUCTURAL TUBE (HSS) ASTM A500 (46 KSI) ANCHOR BOLTS ASTM F1554 (36 KSI) U.N.O. IN PLANS, OR SECTIONS. FRAMING BOLTS ASTM A325 OR A490 WELDING ELECTRODES E70XX 3. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM SPECIFICATION A325 AND SHALL BE PROVIDED WITH HARDENED WASHERS UNDER THE TURNED ELEMENT (NUT OR BOLT HEAD). 4. INSTALLATION AND TIGHTENING OF ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 5. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED. ALL BOLTS SHALL BE 3/4" DIAMETER MINIMUM. ALL CONNECTIONS SHALL CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE PLANS UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. 6. ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTH BOLTS, SLIP -CRITICAL (FRICTION) TYPE EXCEPT WHERE SLOTTED HOLES ARE SPECIFIED OR WHERE MOVEMENT OF THE CONNECTED MEMBERS IS EXPECTED. IN THESE CASES PROVIDE OVERSIZED WASHER, HAND TIGHTEN BOLTS, AND TACK WELD WASHER TO NUT TO VERIFY ASSEMBLY IS HELD TOGETHER. 7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE, ANS01.1, ALL WELDING SHALL BE PERFORMED USING E70XX U.N.O. 8. CUTS, HOLES, COPINGS, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN IN THE STRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE SHOP. HOLES SHALL BE REINFORCED AS REQUIRED BY THE ENGINEER. 9. BURNING OF HOLES, CUTS, ETC. IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED, EXCEPT WITH THE SPECIFIC APPROVAL OF THE ENGINEER. 10. ALL STEEL MEMBERS EXPOSED TO WEATHER (SUCH AS LINTELS, DOOR JAMBS, ETC.) SHALL BE GALVANIZED. 11. FOR MISCELLANEOUS STEEL, SEE ARCHITECTURAL DRAWINGS. 12. ANY STEEL MEMBERS REQUIRED BY THE ELECTRICAL OR MECHANICAL TRADES FOR THE SUPPORT OF THEIR EQUIPMENT, WHICH ARE NOT SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, SHALL BE PROVIDED BY THE TRADE REQUIRING SUCH SUPPORT. 13. SEE SPECIFICATIONS FOR PAINTING OF STRUCTURAL STEEL. ALL FABRICATION AND ERECTION MARKS SHALL BE COVERED DURING FIELD TOUCH-UP PAINTING.. 15. DESIGN CONNECTIONS FOR THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED" AT THE BOTTOM OF EACH PAGE IN THE "PROPERTIES AND REACTION VALUES", PART 2 OF THE LATEST EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION". PROVIDE SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A PROFESSIONAL ENGINEER. 16. DESIGN BASE PLATE ANCHOR BOLTS FOR LATERAL MEMBERS USING FORCES INDICATED IN DRAWINGS. PROVIDE SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A PROFESSIONAL ENGINEER. POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. SPECIAL INSPECTIONS (ARE/ ARE NOT) REQUIRED PER THE PROVISIONS SET FORTH BELOW. CONTRACTOR TO CONTACT MANUFACTURER'S REPRESENTATIVE FOR PROPER PRODUCT INSTALLATION TRAINING ON INITIAL ANCHORS. 2. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. 3, EXPANSION ANCHORS SHALL BE STUD TYPE WITH A SINGLE PIECE OF THREE SECTION WEDGE AND ZINC PLATED IN ACCORDANCE WITH ASTM B633. THE ANCHORS SHALL MEET FEDERAL SPECIFCATIONFF-S-325, GROUP II, TYPE 4, CLASS I FOR CONCRETE EXPANSION ANCHORS. ANCHORS SHALL BE HILTI KWIK BOLT II AS SUPPLIED BY HILT] INC. TULSA OKLAHOMA. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH HILT) CARBIDE TIPPED DRILL BITS OR MATCHED TOLERANCE DIAMOND CORE BITS. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. 4. INJECTED ADHESIVE ANCHORS SHALL BE USED FOR INSTALLATION OF THREADED RODS. ADHESIVE SHALL BE FURNISHED IN A SIDE BY SIDE REFILL PACK WHICH KEEP COMPONENT A AND B SEPARATE. INJECTION ADHESIVE SHALL BE HILTI HIT HY 150 AS SUPPLIED BY HILT] INC. TULSA OKLAHOMA. ANCHOR RODS MEET ASTM F1554 (36 KSI). NUTS AND WASHERS SHALL BE FURNISHED TO MEET THE REQUIREMENTS OF AN ASTM F1554 (36 KSI) STEEL ROD. PRE-ENGINEERED WOOD PRODUCTS: 1. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. 2. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 3. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATE ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS 11ME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 4. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE IN ACCORDANCE WITH BCSI 1-03 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS, ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. 5. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. SHOP DRAWINGS: 1. NO STRUCTURAL DRAWINGS SHALL BE REPRODUCED FOR USE AS SHOP DRAWINGS. 2. ALL DIMENSIONAL COORDINATION SHALL BE DONE BY THE CONTRACTOR AND/OR HIS DETAILER. 3. DETAILER SHALL CHECK ALL ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL ATTACHMENTS, CLIPS, OPENINGS, OR DUCT WORK AFFECTING STRUCTURAL MEMBERS. ALL ITEMS SHALL BE SHOWN ON SHOP DRAWINGS. 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED ON TRANSPARENCIES FOR DIRECT REPRODUCTION WITH THREE PRINTS ONLY. DISTRIBUTION AS PER ARCHITECT INSTRUCTIONS. 5. PROVIDE SUFFICIENT SPACE ON SHOP DRAWINGS NEAR TITLE BOX (ABOUT 40 SQUARE INCHES) FOR STAMPS AND ENGINEERS COMMENTS. 6. THE SHOP DRAWINGS SHALL BEAR INITIALS OF DETAILER'S CHECKER AND CONTRACTOR PRIOR TO SUBMISSION. 7. COMPLETED ERECTION PLANS SHALL BE SUBMITTED PRIOR TO OR IN CONJUNCTION WITH DETAIL DRAWINGS. BUT IN NO CASE SHALL DETAIL DRAWINGS BE SUBMITTED PRIOR TO ERECTION PLANS. 8. DETAILER SHALL SUBMIT AN INDEX OF THE DETAIL DRAWINGS WITH EACH SHOP DRAWING SUBMITTAL. 9. SHOP DRAWINGS NOT COMPLYING WITH ALL THE ABOVE ITEMS SHALL BE RETURNED FOR CORRECTIONS WITHOUT PROCESSING. 10. RESUBMITTED SHOP DRAWINGS SHALL HAVE THE FOLLOWING CHANGES INCORPORATED: FIRST RESUBMISSION TO HAVE LETTER "A" ADDED TO DRAWING A. NUMBER AND ANY CHANGES MARKED ON THE DRAWING MARKED 1 AT EACH ITEM CHANGED. ALL ITEMS TO BE NOTED IN REVISION BOX. B. SUBSEQUENT RESUBMISSION SHALL BEAR CHANGES "B" AND 2 AND 3 ETC. AS IN 11A. 11. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN SATISFACTORILY REVIEWED BY THE ARCHITECT AND/OR ENGINEER AND CONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 12. DETAILER SHALL USE THE SAME STRUCTURAL ELEMENT NUMBER IN HIS DETAILS AS THOSE SHOWN ON CONTRACT DRAWINGS. 13. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOULD BE SUBMITTED TO MICE WITH A MINIMUM TIME TO BE REVIEWED OF 10 WORKING DAYS, IN CASE OF A LARGE SUBMITTAL OR MORE THAN ONE SUBMITTAL FOR THE SAME PROJECT, AN ADDITIONAL WORKING DAY IS REQUIRED FOR EVERY 5 DRAWINGS/SHEETS OVER 30 DRAWINGS/SHEETS, THE TIME INDICATED ABOVE IS FOR MICE REVIEW ONLY, CONTRACTOR MUST INCLUDE ENOUGH TIME FOR DELIVERY. ARCHITECTURAL REVIEW, AND OWNERS REVIEW AND WORK THIS 11ME IN THE PROJECT SCHEDULE AS NEEDED, 14. THERE SHALL BE NO DEVIATION FROM THESE CONSTRUCTION DOCUMENTS, IF ANY CHANGES ARE PROPOSED BY THE CONTRACTOR OR THE PROVIDER OF THE SHOP DRAWINGS. THEY SHOULD BE CLEARLY INDICATED, SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY FLORIDA PROFESSIONAL ENGINEER MUST BE PROVIDED. ANY CHANGES WITHOUT PROPER DOCUMENTATION INDICATED ABOVE WILL RESULT IN SOME REVISIONS BY THE ENGINEER OF RECORD AND/OR ARCHITECT, THE COST FOR THESE REVISIONS INCLUDING ENGINEER AND ARCHITECTURAL FEES SHALL BE PAID BY THE CONTRACTOR, `\`���.....�lllt `'� 0A �• Cgsl��11 No • �Z i 43453 ATE OF • �= ARMANDO A. CASTELLON, �.E ���`•••'�< p R pP•' FL. LIC. No. 43453 rt�+1 �O •A 1•••��G+. MASTER""'�`� CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., #200 TAMPA, FLORIDA 33607 813.287.3600 FAX 813.287.3622 www.mcenginwa.com THIS DRAWING AND ALL IWDRMA71ON CONTAINED HEREIN IS THE SOLE PROPERTY OF MISTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REI RDDUCED, CORED, ALTERED OR USED IN ANY WAY WTMOUT THE O REM WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGRE"", INC. CA: 8426 PROJ NO. 1001-000 © COPYRIGHT 2013 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zeph yrh it l s, FL 33540 i ie cc��1Nt��s 110/15/13 I PERMIT SET 8/30/13 DESIGN DEVELOPMENT SET Mark I Date scriaiion Issue/Revision Revision Project ID 13016 CAD File Name S1.1 GENERAL STRUCTURAL NOTES Drawn By JW Reviewed By HK Plot Date: 10/11 /2013 Record Date: 10/10/2013 Sheet Title General Structural Notes Drawing No. SHEET SCALE: NTS 5 4 3 2 1 S1.1 5 4 1 3 2 1 U iC IM F 0 A SST U, EXISTING SCALE VV - I-V EXISTING 8" CMU STEEL REINF EXTERIOR BEARING WALL FROM FOOTING TO 2ND FLOOR ROOF TRUSS BEARING EXISTING 24"X12" DEEP CONTINUOUS WALL FOOTING TYPICAL AT EXTERIOR CMU BEARING WALLS. FOUNDATION PLAN NOTES: 1. SLAB ON GRADE TO BE 4" THICK CONCRETE OVER VAPOR BARRIER ON COMPACTED SUB -BASE AS PER GEOTECHNICAL REPORT REINFORCED WITH 6x6xW2.1xW2.1 W.W.F. (FLAT SHEETS) CENTERED IN SLAB. SUPPORT WELDED WIRE FABRIC WITH 2" SLAB BOLSTER OR APPROVED EQUAL 0 3'-0"(t) O.C. BOTH WAYS. USE OF CONCRETE BRICK IS NOT ALLOWED. 2. VAPOR BARRIER REQUIREMENTS/APPLICATION/INSTALLATION SHALL BE DONE AS PER ARCHITECTURAL OR MOISTURE CONSULTANT DOCUMENTS AND RECOMMENDATIONS. IF NONE ARE AVAILABLE, AT A MINIMUM THE FOLLOWING RECOMMENDATIONS SHALL BE FOLLOWED. A. VAPOR BARRIER SHALL CONFORM TO ASTM E-1745 , MEETS OR EXCEEDS CLASS "B". B. VAPOR BARRIER INSTALLATION SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS AND ASTM E 1643-98. C. UNROLL VAPOR BARRIER WITH THE LONGEST DIMENSION PARALLEL WITH THE DIRECTION OF THE POUR. D. LAP VAPOR BARRIER OVER FOOTINGS AND SEAL TO FOUNDATION WALLS. E. OVERLAP JOINTS 6 INCHES AND SEAL WITH MANUFACTURER'S TAPE. F. SEAL ALL PENETRATIONS (INCLUDING PIPES) WITH MANUFACTURERS PIPE BOOT. G. NO PENETRATION OF THE VAPOR BARRIER IS ALLOWED EXCEPT FOR REINFORCING STEEL AND PERMANENT UTILITIES. H. REPAIR DAMAGED AREAS BY CUTTING PATCHES OF VAPOR BARRIER, OVERLAPPING DAMAGED AREA 6 INCHES AND TAPING ALL FOUR SIDES WITH TAPE. 3. TOP OF SLAB ELEVATION SHOWN THUS 0 ON PLAN EQUALS REFERENCE EL., FOR ACTUAL EL., SEE CIVIL DRAWINGS. 4. FOR TYPICAL FOUNDATION PLAN DETAILS, SEE DRAWINGS S3.1. 5. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S1.1. 6. FOR FOOTING SIZE AND REINFORCING, SEE SCHEDULE ON THIS DRAWING. 7. ( ) DENOTES TOP OF FOOTING ELEVATION. 8. TOP OF COLUMN FOOTING: ELEVATION = (-1'-4") TYPICAL U.N.O. 9. FOR FLOOR SLAB DEPRESSION LOCATIONS AND LIMITS NOT SHOWN ON PLAN SEE ARCHITECTURAL DRAWINGS. 10. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS. 11. COLUMN DESIGNATION SHOWN THUS O ON PLAN. FOR SIZE AND REINFORCING SEE SCHEDULE THIS DRAWING. T/COLUMN ELEVATION C1 COLUMN TYPE L CARRIED COLUMN 12. (2)2X4 JACK STUDS AND (2)2X4 KING STUDS FASTEN TOGETHER WITH (2)10d NAILS AT 6" OC VERTICAL AT NEW WALL OPENING HEADERS. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING TOP do BOT, U.N.O. REMARKS F5.0 5'-0" x 5'-0" 1'-6" 6-#5 EA WAY STEEL COLUMN SCHEDULE COL. COLUMN BASE PLATE BASE PLATE ANCHOR REMARKS MARK SIZE SIZE TYPE BOLTS Sl HSS-4x4xY4 1/2"x10"00" Bpi 4-3/4"0 NOTE #1 $2 HSS-4x4xY4 1/2"x10"x10" BP1 4-3/4"0 NOTE #1 $3 HSS-4x4xY 1 /2"x10"x10" Bpi 4-3/4"0 NOTE #1 $4 HSS-4x4xY4 1/2"x10"x10" Bpi 4-3/4"0 NOTE #1 S5 HSS-44 Y 1/2"x10"x10" Bpi 4-3/4"0 NOTE #1 $6 HSS-4x4x'/ 1/2"x10"x10" Bpi 4-3/4"0 NOTE #1 S7 HSS-4x4xY4 1/2"00" 00" Bpi 4-3/4"0 NOTE #1 $8 HSS-444 1/2"x10"x10" Bpi 4-3/4"0 NOTE #1 S9 HSS-4x4xl/4 1/2"x10"x10" Bpi 4-3/4"0 NOTE #1 10 HSS-444 1/2"xl0"x10" Bpi 4-3/4"0 NOTE #1 NOTES: 1. FOR DETAILS OF BASE PLATES AND ANCHOR BOLTS, SEE TYPICAL DETAIL 5-002/S3.1. 2. ALL COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE ON PLAN. Cglilit t ��00••......•� s� t t F •F� jj No •'�0��i i 43453 �Z STATE OF •'�� '� • �,� ARMAFL.OA. LIC. NosT43453, P. E i�/t 1+ s j4'0 R I MASTER r CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., #200 TAMPA, FLORIDA 33607 813.287.3600 FAX 813.287.3622 www.mcangineers.com THIS DRAWING AND ALL IWDRMATION CONTAIN® HEREIN G THE SOLE PROPERTY OF MASTER CONSLITING ENGINEERS, INC. AND ANY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE DUIFIE S WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 1001-DOO © COPYRIGHT 2013 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 THE C(')"MM0'N.`_-`)" () IN P R r T %' y Tg () N 10/15/13 PERMIT SET 8/30/13 DESIGN DEVELOPMENT SET Mark I Date SC Issue/Revision Revision Project ID 13016 CAD File Name S2.1 FOUNDATION PLAN Drawn By JW Reviewed By HK Plot Date: 10/11 /2013 Record Date: 10/10/2013 Sheet Title EXISTING FOUNDATION PLAN (RENOVATIONS) Drawing No. 1 /8"=1'-0" 0 2 0 0 0 a SO 4 3 2 1 S2.1 5 1 4 1 3 1 2 1 1 t F I INco 0 a l01 IC A 5 4 SCALE U8' - T-W 3 ATIONS ;TING 8" CMU BEARING ,L BELOW, TYP AROUND ERIOR SECOND FLOOR FRAMING NOTES: (RENOVATIONS) 1. TYPICAL SECOND FLOOR FRAMING CONSISITS OF PLYWOOD SHEATHING SPANNING OVER PRE—ENG/PRE—FAB 20" WOOD FLOOR TRUSSES 0 24" OC TYPICAL AND 2X8 0 24" OC JOISTS AT CORRIDORS (U.N.O. ON PLAN) SUPPORTED BY WIDE FLANGE BEAMS, 8" CMU EXTERIOR BEARING WALLS AND 2X6 INTERIOR WOOD STUD BEARING WALLS. 2. DIRECTION OF WOOD SHEATHING SPAN SHOWN THUS �� ON PLAN. 3. FINISH FLOOR ELEVATION SHOWN THUS '— " ON PLAN. 4. FOR GENERAL STRUCTURAL NOTES REFER TO DRAWING S1.1. 'TING 2X6 WOOD STUD 5. FOR TYPICAL DETAILS REFER TO DRAWING S3.1. RING WALLS TYP AROUND AND AT INTERIOR 6. UNLESS OTHERWISE NOTED, FASTEN ALL STRUCTURAL METAL ELEMENTS IN ACCORDANCE .RING RING WALLS WITH THE FLORIDA BUILDING CODE 2010 EDITION. 7. EXISTING SHEARWALL CONSISTS OF 2X6 AT 16" OC STUDS + CONTINUOUS 2X6 SOLE PLATE + CONTINUOUS (2)2X6 TOP PLATE + 20" FLOOR (DRAG) TRUSS AND 7/16" PLYWOOD SHEATHING ON (1) SIDE OF WALL 8. PROVIDE H7 HEADER AT NEW OPENINGS. SEE EXISTING STRUCTURAL DRAWINGS FOR "BEAM AND HEADER SCHEDULE" ON SHEET S2 FOR SIZE AND CONNECTION. 0 If 8' 12' W 2 I 1 rota /2'1� ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 C��A C ifil i. W .Oi r • 43453 ; * r p%' STATE OF �4�s'•.4 OR 1�.'C�� mAwftLAMASTERMENT "•`•••' CONSULTING ENGINEERS, INC. S1RUCIURAL CONSULTANTS 5523 WEST CYPRESS ST., #200 TAMPA, FLORIDA 3W07 813.287.3600 FAX 813.287.3822 www.mcengineemmm THIS DRAWWGAND ALL INFORMATION CONTAINED IEREIN ISTHE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, CDPIED, ALTERED OR USED IN ANY WAY WRHWTTHE EXPRESS WWTTEN WWRPATO N FROM MASTER OWnTTNG ENGINEERS, INC. CA: 8426 PROJ NO. 1001-000 COPYRIGHT 2013 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 110/15/13 IDESIGN PERMIT SET 8/30/13 DEVELOPMENT SET Mark I Date on Issue/Revision Revision Project ID 13016 CAD File Name S2.2 SECOND FLOOR FRAMING PLAN Drawn By JW Reviewed By HK Plot Date: 10/11 /2013 Record Date: 10/10/2013 Sheet Title EXISTING SECOND FLOOR FRAMI G PLA (RENOVATIONS Drawing No. 1 /8"=1'-0" S2.2 5 4 2 roio ILo IC 0 a SAWED JOINT TO EDGE BEFORE REMOVING FIELD LEDMOLWITH 1/4" MAX. BULKHE D EDGE T ON T/10 (3/4" MIN.) METAL KEY BLKHEAD FILLER -SEE SPECS. JOINT 2u LUMBER OF T/4 MIN. U. 1 �. ° ° Lt4 VAPOR BARRIER BREAK BOND TO LATER SAWED CONTROL JOINT DETAIL POUR BY APPLYING CURING COMPACTED FILLCOMPOUND TO THE SIDES OF THE EARLIER POUR BULKHEAD DETAILS FOR CONSTRUCTION JOINT MAX. = 15'-0" c U.N.O NOTES: I ❑ STRIPS � CAST FIRST 1. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS INDICATED ON THE "CONCRETE AND z _ _ _ SAWED CONTROL JOINT REINFORCING" NOTES. 2. SUPERPLASTICIZER SHALL BE USED IN SLAB ON GRADE CONCRETE - SEE SPECIFICATIONS. 3. SLAB ON GRADE CONCRETE MIX SHALL HAVE A WATER -CEMENT CONSTRUCTION JOINT RATIO AS INDICATED IN SPECS AND OR NOTES. 4. CONSTRUCTION JOINTS SHALL BE LOCATED A MINIMUM OF 5'-0" - - - - INFlLL AWAY FROM ANY OTHER JOINTS TO WHICH THEY ARE PARALLEL. STRIPS 5. SAW CUTTING SHALL BE DONE NTH A POWER SAW WITH A MASONRY CUTTING BLADE. CUTTING SHALL BE DONE AS SOON AS CONCRETE HARDENS ENOUGH SO THAT THE BLADE DOES NOT DISLODGE THE AGGREGATES. SLAB PLACEMENT SEQUENCE 6. WHERE SAWCUT IS DISCONTINUED AT A TRANSVERSE JOINT, STOP CUT 2" SHORT. 7. SLAB REINFORING NOT SHOWN FOR CLARITY. TYPICAL SLAB ON GRADE JOINT DETAILS 13-2011 NOTES: 1 1/ 3 1/2" MIN 1/2" 3' MIN %Syydp q EE NOERQ•D. 1. ALL CONNECTIONS SHALL BE DESIGNED FOR MAX. UNIFORM 2L s $ LOAD CARRYING CAPACITY 5/16" THK I 5/16" THK UNLESS GREATER REACTION IS WN SCALE: N.T.S. . z m BOLTS AS REQUIRED SHOP BOLTED CONN. BASE PLATE COL SAME AS COL. CAP PLATE DESCRIBED BELOW. n I II II II II II II II I II II II II , SHOWN ON PLAN. IN ANY ? CASE, CONNECTIONS. SHALL NOT BE LESS THAN STD. A.I.S.C. CONNECTION FOR THE PARTICULAR BEAM. DEPTH. 2. DETAILER SHALL SUBMIT FOR APPROVAL, STANDARD BOLTS AS REQUIRED NOTE: DIMENSIONS SHOWN CONNECTION DETAILS AS DEFINED BY A.I.S.C. CONFORMING TO ABOVE SHOP WELDED CONN, MANUAL OF STEEL CONSTR. DETAILS W/ERECTION DRAWING. SUBMISSION. 3. MILL COLUMNS. TO BEAR OR WELD PLATES PROVIDE FULL PENETRATION COL MAY OCCUR ABOVE (TYP) POSSIBLE WELD AT BASE PL'S &CAP -OR TYPE SIZE & ORIENTATION MIN BE MST COLUMNS CARRYING E PLAN &COL SCHED. 4. AT CONNECTION OF HUNG MILL COL BEAM. TO CANTILEVERED BEAMS. PROVIDE STANDARD 2 IF NO COL ABOVE USE D L CONNECTION AS PER NOTE 1 TWO STIFFENER PLATES FOR LOAD CAPACITY OF HUNG 3/8' MIN. UNLESS NOTED, I I NOTE #1 5. WERE BEAMS FRAME TO FITTED &WELDED FITTED STIFFENERS AT I I 3/8" PL MIN. COLUMNS PROVIDE SHEAR CONT. THRU PLATE CONNECTION W/ !F COL ABOVE USE FOUR �5 W MIN. COL CAP PLATE / I I COLUMN STRENGTH CAPACITY AS PER STIFFENER PLATES SAME 3" 3"WELDPDLATE ASLSHoMMJG WlDhl I t I TUBE OR NOTE 1. 6. ALL BOLTS TO BE MIN. 3/4"0. SIZE AS COL FLANGES, 3/8" MIN., IF COL WEB OF CAP PL = BM. FLANGE (OR PIPE COL A-325 H.S. BOLTS IS PERPENDICULAR TO BM. = TO COL WIDTH + 1", WHICH - FRICTION -TYPE UNLESS NOTED WEB USE "T" SECTION. ALL EVER IS LARGER). CONN. PL TO 1 1/ D+4 1 2" 1 1/4" OTHERWISE. ALL WELDING Ar .L" Y ELECTRODES TO BE E70 XX. FASTENER SCHEDULE CONNECTION FASTENER NO. OR SPACING BAND JOIST TO SILL OR TOP 8d 6 IN. O.C. PLATE, TOE NAIL JOIST TO BAND JOIST, FACE 16d COMMON 3 NAIL JOIST TO SILL OR GIRDER, TOE 8d COMMON 3 NAIL BRIDGING TO JOIST, TOE NAIL 8d COMMON 2 EACH END LEDGER STRIP 16d COMMON 3 O EACH JOIST 1x6 OR LESS SUB —FLOOR TO 8d COMMON 2 EACH JOIST, FACE NAIL OVER 1x6 SUB —FLOOR TO 8d COMMON 3 EACH JOIST, FACE NAIL 2—INCH SUB —FLOOR TO JOIST 16d COMMON 2 OR GIRDER, BUND & FACE NAIL SOLE PLATE TO JOIST OR 16d COMMON 16 IN. O.C. BLOCKING, FACE NAIL TOP OR SOLE PLATE TO STUD, 16d COMMON 2 END NAIL STUD TO SOLE PLATE, TOE NAIL Sd COMMON 4 DOUBLE STUDS, FACE NAIL 100 COMMON 24 IN. O.C. NEW SLAB ON GRADE SEE PLAN 6" V-6" ,. 3■ 9 " ,. v 1-#5 CONT. T4 CONC. SLAB = SEE PLAN DRILL & EPDXY (1)—#4 x 2'-0" O 24" O.C. 6" INTO EXIST. SLAB. USE HILTI HIT HY 150 INJECTION ADHESIVE ANCHOR OR EQUAL EXISTING CONC. SLAB ON GRADE NEW SLAB TO EXISTING SLAB SECTION SCALE: N.T.S. STEEL COLUMN SEE PLAN AND SCHEDULE BASE PLATE — SEE SCHEDULE FIG. REINF.— SEE SCHEDULE CONC. SLAB — SEE PLAN ANCHOR BOLT: SEE SCHEDULE 4-4— PLAN THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONE BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THE GREATER. SLABS (LT.WT. CONC. OR STONE CONC.) 1" GIRDERS AND BEAMS (TO STIRRUPS) 1 1/2- JOISTS (STONE OR LT.WT.) BOTTOM BARS 1 1/4" TIED COLUMNS AND PIERS SURFACE EXPOSED TO EARTH AND WEATHER (TO TIES) 2" OTHER SURFACES (TO TIES) 1 1/2" FOUNDATION ELEMENTS FORMED SURFACES 2" SURFACES PLACED AGAINST EARTH 3" WALLS SURFACES EXPOSED TO EARTH 2" SURFACES EXPOSED TO WEATHER 1 1/2" OTHER SURFACES 1" TYPICAL CONCRETE COVER 3-011 FOR REINFORCING BARS13-064] SCALE: N.T.S. —1 1/2" NON -SHRINK GROUTpp AROUNDRCOL, COATING AND ANCHOR BOLTS —1/2' PREMOLDED JT FILLER & SEALANT TYPICAL STEEL COLUMN 5-001 FOOTING SCALE: N.T.S. WITHOUT PIER 3-016 FASTENER SCHEDULE (CONT.) CONNECTION FASTENER NO. OR SPACING DOUBLE TOP PLATES, 10d COMMON 16 IN. O.C. FACE NAIL TOP PLATES, LAP & 2-16d OR 3-10d INTERSECTIONS FACE NAIL COMMON CONTINUOUS HEADER, 16d COMMON 16 IN O.C. ALONG TWO PIECES EA. EDGE CEILING JOIST TO PLATE, 8d COMMON 3 TOE NAIL CONTINUOUS HEADER TO 8d COMMON 3 STUD, TOE NAIL CEILING JOIST, LAPS OVER 3-16d OR 4-10d PARTITIONS, FACE NAIL COMMON CEILING JOIST TO PARALLEL 3-16d OR 4-10d RAFTERS, FACE NAIL COMMON RAFTER TO PLATE, 8d COMMON 3 TOE NAIL 1—INCH BRACE TO EACH 8d COMMON 2 STUD & PLATE, FACE NAIL 5.1 RA110 PROVIDE BLOCKING AT END BAYS. TYPICAL — OVER 1x8 SHEATHING TO 8d COMMON 3 EACH BEARING, FACE NAIL BUILT—UP CORNER STUDS 16d COMMON 24 IN. O.C. FASTENER SCHEDULES SCALE: N.T.S. FASTENER SCHEDULE (CONT.) CONNECTION FASTENER NO. OR SPACING BUILT—UP GIRDERS & BEAMS 20d COMMON 32 IN. O.C. O TOP OF THREE MEMBERS & BOTTOM AND STAGGERED 2 ENDS & O EACH SPLICE LAP JOIST 3" ON BEAMS STUDS TO SOLE PLATE, 16d COMMON 2 EACH END END NAIL SHEATHING — SUB —FLOORING 8d COMMON 6d OR 12d COMMON SHEATHING — WALL 8d COMMON 6d OR 12d COMMON SHEATHING — ROOF 8d COMMON 6d COMMON 16-2001 SEE SCHED f c = 3000 PSI, NORMAL WEIGHT TENSION LAP SPLICES LAP LENGTH PER SPACING AND COVER CASE COMPRESSION LAP SPLICES BAR SIZE LAP CLASS CASE 1 CASE 2 TOP BARS OTHER BARS TOP BARS OTHER BARS A 22 17 32 25 12 B 28 22 42 32 A 29 22 43 33 15 B 37 29 56 43 #5 A 36 28 54 41 19 B 47 36 70 54 A 43 33 64 50 23 B 56 43 84 64 A 63 48 94 72 26 B 81 63 122 94 #8 A 72 55 107 82 30 B 93 72 139 107 A 81 62 121 93 34 B 105 81 157 121 10 A 91 70 136 105 38 B 118 91 177 136 11 A 101 78 151 116 42 B 131 101 196 151 TENSION AND COMPRESSION LAP SPLICES WITH F'C = 3000 PSI SCALE: N.T.S. EDGE DISTANCE 1 1/2" FOR 3/4" BOLTS w U rn — N NOTES: 1. SEE BASE PLATE SCHEDULE FOR BOLTS SIZE AND QUANTITIES ON S2.1. AIR HOLE FOR GROUT 2. INCREASE LENGTH OF ANCHOR BOLTS BY PIER LENGTH WHEN SAME SIZE AS ANCHOR 1 4 REQUIRED. EXTEND ANCHOR BOLTS AS REQUIRED TO PROVIDE 3" CLEAR BOLT HOLE U.N.O. FROM BOTTOM OF FOUNDATION. 3. USE (F1554) ANCHOR BOLTS AS NEEDED FOR REACTIONS INDICATED IN Y DRAWINGS. z U) I 01 i o 3 8 IYP. lV I OL TOP OF FTG. ° EL- SEE PLAN 4 ' c a ° I I . 4° a I 3" X 3" X 1/4" PLATE W/ STANDARD NUT (TACK WELD NUT AND PLATE TO BOLT) BASE PLATE — BP1 15- 002 NOTES: CASE 1 BEAMS AND COLUMNS: CONCRETE COVER >/- TO BAR DIAMETER, C—C BAR SPACING >/= TO 2X BAR DIAMETER AND WITH STIRRUPS OR TIES THROUGHOUT TENSION LAP SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM. OTHER MEMBERS: CONCRETE COVER >/= TO THE BAR DIAMETER AND C—C BAR SPACING >/= TO 3X BAR DIAMETER. CASE 2 BEAMS AND COLUMNS: CONCRETE COVER < BAR DIAMETER AND C—C BAR SPACING < 2X BAR DIAMETER. OTHER MEMBERS: CONCRETE COVER < BAR DIAMETER OR C—C BAR SPACING < 3X BAR DIAMETER. �k LAP CLASS "B" IS TO BE USED UNLESS OTHERWISE SPECIFIED IN THESE CONTRACT DOCUMENTS. 3-065 ~ Z via �C9 W Z p W Lu <OW U0W wO< ZzI= a�� Mn z02o N ZVO a W 2a li W Zoo Z V W�^ WWZO V)ZWz 5 jr Z WOE Z W c aN caw(X (n Ld UN F N NO zUZO oQN� 0 W W Z =�Oiinn Mn 2 W J OE!IxO a Z W 000? Z�Zm zmWO W-WI-- ZO2 M V) - WWK UWEM Z3 (OE! W ZpmQ V u z C9 LL_aOz Of5aF z a Q U- 0 Ix af Z �U p A ••:gS'Ttfit S .•. %" No •'Z • 3453 * ;*i r STATE OF : ARMANDO A. CASTE LLON, P.E.��tt �`s •;�� 0 R p FL. LIC. No. 43453 toil S/ •••..••''�����' MASTER ,l>l,<".`••• "- CONSULTING ENGINEERS, INC. STRUMRAL CONSULTANTS 5523 WEST CYPRESS ST., #200 TAMPA, FLORIDA 33607 813.287.3600 FAX 81&287.3622 www.mcengineers,com THIS DRAWINGAND ALL INFORMATION CONTAINED IETEN ISTHE SOLE PROPERTY OF MASTEROONSULTNG ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT TIE EXPRESS WRITTEN JMMMnTION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 1001-000 © COPYRIGHT 2013 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 PERMIT SET 8/30/13 DESIGN DEVELOPMENT SET Mark Date Description Issue/Revision Revision Project ID 13016 CAD File Name S3.1 TYPICAL DETAILS Drawn By JW Reviewed By HK Plot Date: 10/11 /2013 Record Date: 10/10/2013 Sheet Title Drawing No. TYPICAL DETAILS None i� 4 3 1 S3.1 5 3 2 I� EXIST PLN WALL, EXIST FLR TRUSS SEE PLAN NEW CONT 2X8 NAILER FASTEN TO W12 BM W/ HILTI DN152P8 PAF SPA ® 12" OC, TYP COL I I I I EXIST 2X BEARING WALL, SEE PLAN EXIST PLYWOOD FLOOR DECKING, TYP EXIST 2X8 ® 24" OC FLOOR JOISTS �-- NEW 2X4 BLK'G AT EA TRUSS, TYP T 2 BM EL=9 -11 WF BM TO HSS CONN SEE TYP DIET 5-001 /S3.1 NEW W12 BEAM, SEE PLAN NEW HSS-4X4 COL, SEE PLAN AT i CONT PREMOLD JOINT FILLER AND SEALANT, TYP I Ii COL BASE PLATE AND ANCHOR BOLTS, SEE TYP /DET 5-002/S3.1 REMOVE EXIST SLAB + THK'D i I SLAB AS REQ'D AT NEW COL FOOTING LOCATIONS x —x— —x— — Ta = 7 =x— —x— —c—® I aI 'A d ®. v. A v d' •A d \ / �I--LL--- NEW COL FOOTING, SEE PLAN EXIST 2X BEARING WALL, SEE PLAN - T 2 BM EL=9 -11 WF BM TO HSS CONN SEE TYP DET 5-001 /S3.1- NEW W12 BEAM, SEE PLAN NEW HSS-4X4 COL, SEE PLAN COL I I S4. ADD Ri2X4 BLOCKING CEN D OVER NEW EXIST 22X WALL, JACK AND KING STUDS SEEP N 3(4" STRUCT 1 CDX P YWOOD GUSSEST PNL PT TO PNL PT CENTERED OVER SNTEW W� 20 D16d NA&ID STAGED EA SIDE OF EXIST FLR TRUSS I i 0 10) 10d NAILS EA NEW MICROLLAM (3)1 3/4 X11 3/4 SIDE OF BM 1 1 1 1 e , , SIMPSON MSTC40 s z NAIL TO OUTER 0 WRAP OVER TOP N v AND NAIL TO INNER STUD ON FAR (20) 10d NAIL STRAP KING OF SIDE EA SIDE STUD TRUSS KING PROVIDE 1 li SIMPSON CS14 STRAP NAIL TO JACK STUD, Z WRAP OVER TOP OF 0 z BENT PL-3/16" WOOD BEAM AND NAIL cv III I I BUCKET TO FAR SIDE PROVIDE (20) 10d NAIL EA SIDE (2)2X6 I i I TOP PLA ET I NEW �2]2X6 JACK STUD FASTENED TOGETHER (2)10d > II I I "W/ NAILS ® 6 OC NEW ADD'L 7/16" STRUCTURAL GRADE I , I . PLYWOOD APPLIED TO I I UN -SHEATHED SIDE EXIST SHEARWALL, TYP III I I EXIST 2X6 ® 16" OC I I I I WALL STUDS III NEW (2)2X6 KING STUD ASTEN D � I TOGETHER "W/ 2)10d NAILS 0 6 OC � I � I I i � I � 1 i I 2X§ BLK'G SPA AT 48 OC VERT, TYP EXIST CONT 2X6 (PT) -01 l i i SOLE PLATE S3.1 S4.2 SIMPSON COL BASE �� HDC10/22-SDS2.5 I I T FOOTING EXIST CONIC SLAB 7/8" 0 HAS ROD ON GRADE + NUT & WASHER III I I I I I I —x— —X— =X— —x— — T `X-�X' —x— x. �X� I. e 1 X.X— —X— X —X— —X— —X— —X— —X— —X— —X— —X— —X— —X— L1--X— —X— —X— —X— —x— . I I 4 \ r , fit- _A + L EXIST THK'D SLAB -- �i I ii I FOOTING (BEYOND) NEW COL FOOTING, SEE PLAN J 0 U V) N FASTEN STUD TO HSS-4X4 COL ;PF/ HILT, DN147P8 ® 6 OC, TYP HSS COL I I / NEW/EXIST 2X6 WALL FRAMING, SEE PLAN I NEW HSS-4X4 COL, SEE PLAN PLAN DETAIL W SCALE Of - T-W "W1" (RENOVA SCIAI.E 3/417 - T-W EXIST 2X6 WALL FRAMING, SEE PLAN 2X6 WALL STUD EA SIDE OF INTERSECTING WALL — PLAN DETAIL "B' SCALE 3/,V - T-W EXIST THK'D SLAB FOOTING, SEE PLAN SIMPSON CS14 STRAP NEW 7/16" PLYWOOD SHEATHING IN ADDITION TO EXIST ON OPPOSITE SIDE OF WALL -----i EXIST 2X6 �- SHEARWALL FRM'G ADD'L (3)2X STUDS SISTERED W/ EXIST EMPTY CELLS, FILL SOLID W/ 3000 PSI GROUT a SIMPSON CS14 STRAP —1 /4"0 X 4" LONG FHILTI KWIK-CON II PA®3"OC MIN 1 3/24" EMBED) PLAN DETAIL 'C' SCALE 81,C - T-W EXIST EXTERIOR 8" CMU BEARING WALL TYP 0 SHEARWALL PROVIDE (20) 10d NAILS TYP AT EACH Z STRAP �� N v / B S4.1 T 2ND FLR EL=11 -10 -PROVIDE (8) 1 /2"0 HILTI KWIK CON III SPA 0 3" OC MIN, AVOID MORTAR JOINTS (EMBED 1 3/4" MIN), TYP AT EACH STRAP NOTE: REMOVE EXISTING STUCCO TO ACCOMODATE STRAP INSTALLATION 1/4"0 X 4" LONG �PA HLTI KWIK-CON II IC1D3%4 EMBED) ILL CELLS SOLID W/ GROUT AT SHEARWALL FASTENERS, TYP EXIST 8" CMU BEARING WALL, TYP ADD'L (3 NEW 2X6 STUDS S STERED W� EXIST 2X6 STUD A CMU WALL EXIST CONT WALL FOOTING `����•----••gilt A Cq tt1 ! o 53411 .2 i F ARMANDO A. CASTELLON, P.E. �� 0% ( 0 R I FL. LIC. No. 43453 rrrri S �•• • • • • • • •'����� MASTER CONSULTING ENGINEERS, INC. S7RWWRAL CONSULTANTS 5523 WEST CYPRESS ST., #200 TAMPA, FLORIDA 33607 813.287.3600 FAX 813.287.3622 www.mcengineemcom THIS DRAWRq AND ALL INFORMATION COWfAINED NEFSN IS THE SOLE PROPERTY OF wsim CONSULTING ENGINEERS, MC. AM MAY NOT BE W-R=M, COPIED, MMUD OR USED IN MY WAYWRHWT THE EI %M WIMEN AUT MIZATION FROM MASTER CONSULTING e"AE iS, ING CA: 8426 PROJ NO. 1001-000 © COPYRIGHT 2013 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 - - 10/15/13 8/30/13 PERMIT SET DESIGN DEVELOPMENT SET Mark Date Description Issue/Revision Revision Project ID 13016 CAD File Name S4.1 SECTIONS AND DETAILS Drawn By JW Reviewed By HK Plot Date: 10/11 /2013 Record Date: 10/10/2013 Sheet Title SECTIONS AND DETAILS None Drawing No. 5 4 S4.1 f la h yk� M 5 1 4 J I 0 U ' COL I I�—EXIST CONT THK'D SLAB, SEE PLAN II II II II II II I I I I 9RIL 5 L AND I EPDXY I I I I INTO EXIST THK'D, III I III TYP III I III III I III III I III F I 5 DOWELS FROM I OL FOOTING INTO NEW THK'D SLAB, I I i TYP r-------- I I I I I —I------------- � II II II � -I - --r;-===--t�-------- I - � I---------�--- SEE PLAN COL, I I I } } } I I EXIST CONT THK'D L_ I� �I TSL�AAB, AT SHEARWAL I II I 11 I . a I I I I I i i SEE PLAN FOOTING, � I II I II ►� I I I I P I I II II I OUTLINE OF EXIST SLAB TO BE SAWCUT I i AND REMOVED SLAB, SEETPLAN D - ! PLAN 3 2 1 I I EXIST PLYWOOD I �— EXIST 2X WALL, EXIST PLYWOOD F EXIST 2X WALL, SHEATHING SEE PLAN SHEATHING SEE PLAN I EXIST PLYWOOD FLOOR I EXIST PLYWOOD FLOOR DECKING, TYP I DECKING, TYP Licn oD o� I s IY I N� T 2 BM ONaIYf EL=9 -11 ��H VN pp ppwuj 2-1 T EXIST 20" DEEJFLR� NEW 2X4 LADDER ((DRAG) TRUSS FRAMING AND PLYWOOD FILLER FLUSH TO INSIDE FACE OF NEW PLYWOOD SHEARWALL SHEATHING NEW W12 GIRDER, EXIST CONT (2)2X6 NEW W12 GIRDER, i I i SEE PLAN TOP PLATE SEE PLAN I " IIIIII BKEL-3/16" UBAi UCTK/OLSWJ NUT &WASHEI I 3" • I I 3" • I I I I li 6" EXIST 2X6 ® 16" OC STUDS I I III I I NEW HSS-4X4 COL, EXIST 7 16" PLYWOOD NEW 7 16" PLYWOOD I I I I ~— SHEATHING STRUCTURAL GRADE III SEE PLAN PLYWOOD SHEATHING CONT PREMOLD JOINT FILLER AND SEALANT, TYP I AROUND COL�AND OBASE OPLATE II COL BASE PLATE AND ANCHOR BOLTS, SEE TYP DET 5-002/S3.1 II T FOOTING COL 3-#5 DOWELS FROM .. CARE FULLY SAWCUT AND i I i REMOVE EXIST SLAB + THK'D COL FOOTING INTO NEW THK'D SLAB, LAP SLAB AS REQ'D AT NEW COL 30" MIN FOOTING LOCATIONS EXIST CONC ON GRADE r-------- i x—x .x--x I 4 s-x. 30" 5'-0" 30" I a. db a— B '° . ` iII iII 'SLAB EXIST KD SLAB ------=---------------==4 -°-- - FOOTING, SEE PLAN I " .1 j . I 'i��° C 'I n e`a, 6�� ~NEW COL FOOTING, —=------- Rd ------T- �i ----- —IiI — — SEE PLAN 3-##5 X 38" LONG NEW COL FOOTING, I I II II I I DOWELS DRILL AND EPDXY SEE PLAN I I I INTO EXIST THKD ' SLAB WALL SECTION NW39 (RENOVATIONS _ __ _u____________�1 -- — —•— — _—�— — —� — — � (MIN EMBED = 8) I SCALE 3/4' T-0' SECTION NEW COLUMN FOOTING DETAIL "W4p SCALE 3/4r - T-0' A 5 I 4 I 3 I 2 NEW , X6 BLK'G SPA ® 48 OC VERT EXIST CONT 2X6 (PT) SOLE PLATE —� SCALE 3/4r - 1-1' EXIST CONIC SLAB ON GRADE —I 1 EXIST THK'D SLAB FOOTING, SEE PLAN A Cq rfill • F << �- . 0 i r ��4nn3453 ��Z .� !� •� e, � i' p STATE OF :: �� Z� ARMAFDOL.LIC. Nos 43453• P E/lr6111p 4•0 R IDe0 MASTER ttutt�r� CONSULTING ENGINEERS, INC. 51RUCTURAL CONSUL RM 5523 WEST CYPRESS ST., #200 TAMPA, FLORIDA 33607 813.287.3600 FAX 813.287.3622 www.mcengineemcom THIS DRANTND ANDPa INFORMATM CONTARED FERERJ IS TE SOLE PROPERTY OF MASTER CONSULTRIO ENMEEPA MC. AM MAY NOT BE RB� COPIED, ALTERED OR USED IN ANY WAY NiTMITTHE DW ESS NWTTEN AUTHORITATION FROM MWrER cONSLLTIND e"EBIA ING CA: 8426 PROJ NO. 1001-000 © COPYRIGHT 2013 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 - - 10/15/13 8/30/13 PERMIT SET DESIGN DEVELOPMENT SET Mark Date Description Issue/Revision Revision Project ID 13016 CAD File Name S4.2 SECTIONS AND DETAILS Drawn By JW Reviewed By HK Plot Date: 10/11 /2013 Record Date: 10/10/2013 Sheet Title SECTIONS AND DETAILS Drawing No. None S4.2 -I 5 51 3 2 C 0 ADJUSTABLE METAL ROD OR LINKAGE TOP REGISTER PLAN VIEW SUPPLY REGISTER TAKE —OFF 1/4W 4" MIN. BRANCH DUCT PLAN VIEW BRANCH DUCT TAKE —OFF MAIN SUPPLY DUCT TURNING VANES -- SQUARE ELBOW SHOWN. PROVIDE ROUND ELBOW WHEN SHOWN ON PLANS SUPPLY REGISTER OR BRANCH DUCT PROVIDE VOLUME DAMPER WHEN SHOWN ON PLANS SEE PLAN FOR SPLIT DIMENSION PROVIDE VOLUME DAMPER WHEN SHOWN ON PLANS PLAN VIEW AIR SPLIT TYPE DUCT TAKE —OFF IU SUPPLY DUCT TAKE -OFFS rrts I FIRE BARRIER PARTITION — O.B. DAMPER SUPPLY OR RETURN GRILLE NOTE 5 SLEEVE, NOTE 2 DAMPER COLLAR EXTENSION INTEGRAL PART OF SLEEVE DAMPER, NOTE 1 DUCT CONNECTION, NOTE 4 SLEEVE, NOTE 2 PERIMETER ANGLE, NOTE 3 (NOT FASTENED TO PARTITION) 6" MAX NOTES: 1. 1-1\2 HOUR U.L. 555 CLASSIFIED CURTAIN TYPE FIRE DAMPER. 2. GAAVANIZED STEEL SLEEVE: GAUGE NOT LESS THAN CONNECTING DUCT. FASTEN SLEEVE TO DAMPER FRAME AND TO PERIMETER ANGLES. 3. PERIMETER ANGLES: GALVANIZED STEEL, NOT LESS THAN 1-1/2" X 1-1/2" 14 GAUGE, TO PROVIDE 1 INCH MINIMUM OVERLAP OF OPENING ON ALL 4 SIDES. 4. BREAKAWAY DUCT CONNECTION: PER SMACNA STANDARDS AND UL LISTING OF DAMPER. 5. PROVIDE 1/2" INCH CLEARANCE ON HEIGHT AND WIDTH. FILL OPEN SPACE WITH ROCK WOOL FIRESTOP FIBER. FIRE DAMPER DETAIL Nm 20- TRANSITION (MAX) 0.25 D (4" MIN. PER SMACNA) RECTANGULAR DUCT VOLUME DAMPER CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE IU DUCT DETAILS NTs I EXTERIOR WALL CONDENSING UNIT EXTERIOR SHEET METAL COVER-------., 4" MIN. OR AS == = = SEAL WATERTIGHT OTHERWISE — NOTED Cz GRADE ROUTE REFRIGERANT LINES ABOVE GRADE INSIDE PVC CONDUIT 4" THK. CONC. PAD FINISHED WALL FLOOR FOOTING JU5 CONDENSING UNIT DETAIL rrts I FLEXIBLE CONNECTION SUPPLY DUCT----- IN SMOKE DETECTOR AIR HANDLER SUSPEND UNIT FROM STRUCTURE W/ THREADED ROD. PROVIDE SUPPLEMENTAL FRAMING AS REQ'D VIBRATION ISOLATOR FLEXIBLE CONNECTION --- RETURN DUCT I FILTER 7CONDENSATE TRAP PROVIDE AUXILIARY DRAIN PAN WITH WITH FLOAT SWITCH INTERLOCKED TO SHUTDOWN UNIT IU AIR HANDLING UNIT DETAIL wrs � "EMOVABLE CLEANOUT LUG INIMUM 2" FOR DRAW HRU UNITS. 0" FOR BLOW HRU UNITS. —1/2 TIMES TOTAL SYSTEM TATIC (MIN. 2" ON BLOW HRU UNITS.) MINIMUM 2" FOR DRAW THRU UNITS IU COOLING COIL DRAIN TRAP DETAIL NTs CONTRACTOR TO ENSURE CONDENSER COIL IS NOT PIERCED. CONDENSING UNIT - G-90 HOT —DIPPED GALVANIZED, SELF —TAPPING, #14 SHEET METAL SCREW. TIE DOWN STRAP, 20 GAUGE (MIN) HOT —DIPPED GALVANIZED SHEET METAL 2" WIDE. PROVIDE PER SCHEDULE BELOW. — 3/8 X 1-1/4 HWH TAPCON--,, 4 A 4" THK. CONC. PAD SCREW SPACING SCHEDULE 1 UNITS WITH SIDES LESS THAN 12" PROVIDE 1 SCREW PER SIDE 2 UNITS WITH SIDES BETWEEN 12 & 24 PROVIDE 2 SCREWS PER SIDE 3 UNITS WITH SIDES BETWEEN 24 & 36 PROVIDE 3 SCREWS PER SIDE 4 UNITS WITH SIDES GREATER THAN 36 OR 5 TONS ANCHORAGE BE DESIGNED ACCORDING TO FLORIDA BUILDING CODE. Rw CONDENSING UNIT ANCHORAGE DETAIL NTs FAN 4 HANGER SUPPORTS: 1" X 22 GA, DO NOT SUPPORT FROM CEILING. INTEGRAL BACKDRAFT DAMPER VARIABLE SPEED CONTROLLER MARK WITH THE "AS BALANCED POSITION" (DIRECT DRIVE UNITS) DISCONNECT SWITCH: FURNISHED BY MECHANICAL CONTRACTOR OR FAN MANUFACTURER CEILING JUO CEILING FAN DETAIL rma � OUTDOOR UNIT FLITER/DRYER SIGHT GLASS (TX VALVE SYSTEMS ONLY) THERMAL EXPANSION DEVICE (HEAT PUMPS ONLY) SLOPE LIQUID & SUCTION LINES DOWN TOWARDS OUTDOOR UNIT ROOF CURB, RAILS, PATE OR PIPE SLEEVES APPROVED EQUAL PITCH PAN & PITCH SUCTION LINE, INSULATE WITH LIQUID LINE < 3/4" ARMAFLEX OR APPROVED EQUAL THERMAL EXPANSION DEVICE (HEAT PUMPS ONLY) HOT -GAS BYPASS LINE (OPTIONAL ON STRAIGHT - DISTRIBUTOR COOL SYSTEMS ONLY) INDOOR COIL SUCTION TRAP NOTE: 1. FOR UNITS EQUIPPED WITH UNLOADING TYPE COMPRESSORS USE A DOUBLE -SUCTION RISER SIZED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 2. ALL REFRIGERANT PIPING ROUTED BENEATH CONCRETE SLABS SHALL BE ENCASED IN PVC PIPE. 3. PROVIDE OPERATION AND MAINTENANCE CLEARANCES AROUND ALL EQUIPMENT AS SPECIFIED BY THE MANUFACTURER. 4. OUTDOOR UNIT SHALL BE EQUIPPED WITH ISOLATION VALVES. ® REFRIGERANT PIPING ISOMETRIC NTs -I Innnor A,- Mro (�L r STRAP TO SAGS & KINKS (PER SMACNA) )UCT: DO NOT INK, INSULATED, 5'-0" LONG E AS DIFFUSER :ET METAL -TROUGH HELIX _E DUCT, BAND TAPE VLI LII\V Ulf 1 VJLI\ * FLEXIBLE DUCT SHALL HAVE CONTINUOUS METAL LINER ENCASED BY INSULATING MATERIAL WITH AN OUTER VAPOR JACKET CONFORMING TO UL181 UNLESS THE FLEX DUCT MEETS THE CRITERIA STATED IN 2007 FLORIDA BUILDING CODE —BUILDING SECTION 419.3.11.6. 07 CEILING DIFFUSER RUNOUT DETAIL NTs M EM: S550 Re eF� 9 4Tao700 Paf 33609 8Suite 1128et MFOUP Mark E. Awmiller, PE 111113 COA # 8304 Project # 2013577 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 PERMIT SET Mark Date Description Issue/Revision Revision Project ID 13D16 CAD File Name - Drawn By DKS Reviewed By MEA Plot Date: 00/00/00 Record Date: 00/00/00 Sheet Title MECHANICAL DETAILS Drawing No. SCALE: NTS M-5.1 5 9. 3 01 I O 3 2 1 1 I IN : F AHU HP SPLIT SYSTEM HEAT PUMP SCHEDULE AIR HANDLER CONDENSING UNIT MARK MANUFACTURER MODEL # REMARKS EAT TOTAL SENSIBLE SUPPLY FAN OUTDOOR POWER DB/WB COOLING (MBH) COOLING (MBH) TEMPERATURE SEER/COP SUPPLY CFM OSA CFM ESP HP VOLTS MCA MOCP VOLTS AHU-1 DAIKIN FDXS09LVJU 75.0/60.1 4.9 4.6 225 0 0.12 - 208/1 1 15 208/1 1-5 HP-1 DAIKIN RXS09LVJU 957 15.1 8 15 208/1 AHU-2 DAIKIN FDXS09LVJU 75.0/60.1 4.9 4.6 225 0 0.12 - 208/1 1 15 208/1 1-5 HP-2 DAIKIN RXS09LVJU 957 15.1 8 15 208/1 AHU-3 DAIKIN FDXS09LVJU 75.0/60.2 4.4 4.1 225 0 0.12 - 208/1 1 15 208/1 1-5 HP-3 DAIKIN RXS09LVJU I 957 15.1 8 15 208/1 AHU-4 DAIKIN FDXS09LVJU 75.0/59.8 6.7 6.4 225 0 0.12 - 208/1 1 15 208/1 1-5 HP-4 DAIKIN RXS09LVJU 1 957 15.1 8 15 208/1 AHU-5 DAIKIN FDXS09LVJU 75.0/59.7 7.4 7.2 225 0 0.12 - 208/1 1 15 208/1 1-5 HP-5 DAIKIN RXS09LVJU 957 15.1 8 15 208/1 AHU-6 DAIKIN FDXS12LVJU 75.0/59.5 9.1 8.8 225 0 0.12 - 208/1 1 15 208/1 1-5 HP-6 DAIKIN RXS12LVJU 1 957 15.1 8 15 208/1 AHU-7 DAIKIN FDXS12LVJU 75.0/59.8 7.2 6.9 225 0 0.12 - 208/1 1 15 208/1 1-5 HP-7 DAIKIN RXS12LVJU 957 15.1 8 15 208/1 AHU-8 DAIKIN FBQ24PVJU 77.1/64.7 20.2 14.2 660 85 0.4 - 208/1 1.5 15 208/1 1-5 HP-8 DAIKIN RZQ24PVJU9 957 16.5 16.5 20 208/1 AHU-9 DAIKIN FBQ24PVJU 78.1/65.5 20.8 13.5 660 100 0.4 - 208/1 1.5 15 208/1 1-5 HP-9 DAIKIN RZQ24PVJU9 I 957 16.5 16.5 20 208/1 AHU-10 DAIKIN FDXS12LVJU 75.0/56.8 3.3 3.3 150 0 0.12 - 208/1 0 15 208/1 1-5 HP-10 DAIKIN RXS12LVJU I 1 957 15.1 8 15 208/1 AHU-(E) DAIKIN FDXS12LVJU 75.0/56.8 10 10 300 0 .12 - 208/1 1 15 208/1 1,2,4,6 95'F - * DESIGN CONDITIONS: SUMMER 957/777; WINTER LOW-177 HIGH-477 ® 657 EVAPORATOR ENTERING **MECHANICAL CONTRACTOR AND VENDOR ARE RESPONSIBLE FOR APPROPRIATE CONTROLS COMPONENTS AND INSTALLATION OF CONTROLS SYSTEM. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR PROPER OPERATION OF SYSTEMS. CERTIFIED REPRESENTATIVE SHALL INSTALL AND STARTUP. NOTES 1. PROVIDE WITH 7-DAY, 24 HOUR PROGRAMMABLE THERMOSTAT WITH THE APPROPRIATE NUMBER OF COOLING AND HEATING STAGES (SUPPLIED BY MANUFACTURER). 2. PROVIDE FILTER BOX WITH FILTER, AND CONDENSATE PUMP AS REQUIRED. 3. PROVIDE ALL SYSTEMS WITH EQUIPMENT REQUIRED FOR LONG LINE APPLICATIONS, AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE ALL APPROPRIATE ACCESSORIES FOR SPECIFIED OPERATION. 5. ALL DUCTABLE AHU'S SHALL BE LOW STATIC. 6. EXISTING EQUIPMENT SHALL BE CLEANED INSPECTED AND REFURBISHED TO LIKE NEW CONDITION PRIOR TO INSTALLATION. CONNECT TO EXISTING VRF SYSTEM. GRILLE AND DIFFUSER SCHEDULE *MARK MANUFACTURER MODEL # DESCRIPTION FRAME FINISH MATERIAL DAMPER REMARKS CD-1 PRICE 620DAL DOUBLEDEFLECTION; ALUMINUM; SURFACE WHITE ALUMINUM OBD 1,3,4 SPACING CD-2 PRICE APDSPE 24X24 LAY -IN DIFFUSER FLUSH FACE; 4 WAY THROW LAY -IN WHITE ALUMINUM - 1,2 CG-1 PRICE 635DAL CEILING GRILLE; I" BLADE SPACING; SURFACE WHITE ALUMINUM OBD 1,3,4 ALUMINUM DAMPER CG-2 PRICE 635DAL 24X24 LAY -IN GRILLE; J" BLADE LAY -IN WHITE ALUMINUM OBD 1,2 SPACING; ALUMINUM DAMPER SD-1 PRICE 620DAL DOUBLE DEFLECTION; ALUMINUM; SURFACE WHITE ALUMINUM OBD 1,3,4 SPACING SG-1 PRICE 630DAL HORIZONTAL BLADES; ALUMINUM; SURFACE WHITE ALUMINUM OBD 1,3,4 SPACING NOTES: 1. PAINT PER ARCHITECT. 2. NECK SIZE AS LISTED. PROVIDE FULL FACE SQUARE TO ROUND INSULATED BOOT. 3. SIZE AS INDICATED ON PLANS. 4. PAINT INSIDE OF DIFFUSER/GRILLE FLAT BLACK. (-) EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL TYPE CFM E.S.P. HP (WATT) VOLTS/0 BACK DRAFTPER DRIVE SONES REMARKS EF-1 COOK GC-120 CEILING 50 0.125 (25) 115/1 YES DIRECT 1.1 1,2 EF-2 COOK GC-140 CEILING 75 0.125 (70) 115/1 YES DIRECT 1.1 1,2 EF-3 COOK GC-160 CEILING 100 0.125 (113) 115/1 YES DIRECT 1.1 1,3 EF-4 COOK GC-160 CEILING 100 0.125 (113) 115/1 YES DIRECT 1.1 1,4 NOTES: 1. PROVIDE WITH BACK DRAFT DAMPER AND SPEED CONTROLLER. 2. PROVIDE INDEPENDENT SWITCH. 3. INTERLOCK WITH LIGHTS. 4. CONNECT TO OPERATE CONTINUOUSLY. oAL LOUVER SCHEDULE MARK MANUFACTURER MODEL # TYPE WXH FREE ^ AREA (FT 2) DRAINABLE REMARKS OAL-1 RUSKIN ELF6375DXD INTAKE 12X12 0.31 YES 1,2 NOTES: 1. PROVIDE WITH KYNAR FINISH. COORDINATE WITH ARCHITECT ON FINAL PAINT COLOR 2. PROVIDE WITH BIRD SCREEN SUPPLY FLEX RUNOUT SCHEDULE FLEX DUCT SIZE 10"0 250-330 CFM 8"0 105-245 CFM 6010 0 - 100 CFM MECHANICAL LEGEND ® SUPPLY RETURN OR TRANSFER ® EXHAUST eEQUIPMENT MARK MANUAL BALANCING DAMPER Q TEMPERATURE SENSOR (ADJ. DIGITAL) TAP W/DAMPER SINGLE LINE DUCT �/ FLEX DUCT �- FIRE DAMPER ODRAWING NOTE •� PIPE DOWN c� PIPE UP -CD- CONDENSATE DRAIN (E) EXISTING EQUIPMENT TO BE REMOVED MECHANICAL NOTES: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. SUBMITTALS SHALL MEET SCHEDULED DESIGN CHARACTERISTICS. THIS INCLUDES BUT NOT LIMITED TO CFMS, EAT(DB/WB), ESP, CAPACITIES, VOLTAGES/PHASES, MCA/MOCP, SONES, ETC... ALL CONSTRUCTION WORK SHALL ALSO MEET THE FOLLOWING BUILDING CODE REQUIREMENTS: * FLORIDA BUILDING CODE (FBC) 2010 * FBC ENERGY CONSERVATION 2010 * FBC MECHANICAL CODE 2010 * FBC PLUMBING CODE 2010 ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 48" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR REPRESENTATIVE IN THE FIELD. ALL SUPPLY AIR DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PAINT INSIDE EACH RETURN GRILLE'S PLENUM AND DUCT CONNECTION FLAT BLACK TO CONCEAL CONNECTION. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES AND FIRE SPRINKLER HEADS. PRIOR TO INSTALLATION, THE CONTRACTOR IS TO REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR ACTUAL FINAL LOCATIONS OF AIR DEVICES. DIFFUSERS/GRILLES SHALL NEVER BE INSTALLED ON SURFACE OF ACOUSTICAL LAY -IN TILE. ALL DIFFUSERS/GRILLES IN LAY -IN CEILINGS SHALL BE LAY -IN PANEL MOUNT. REFER TO SCHEDULE. GYPSUM BOARD SURFACE MOUNT DIFFUSERS SHALL NOT BE BEVEL MOUNT. CONTRACTOR SHALL COORDINATE DIFFUSER/GRILLE LOCATIONS WITH STRUCTURE IN EXPOSED SITUATIONS IN ORDER TO ENSURE AIR IS NOT DIRECTLY SUPPLIED OR RETURNED OVER STRUCTURE OR OTHER TRADE COMPONENTS SUCH AS FIRE SPRINKLER PIPING, PLUMBING PIPING, ETC... CAUSING DUST ACCUMULATION. DUCTWORK ALONG WITH DIFFUSER/GRILLE LOCATIONS SHALL BE INSTALLED SYMMETRICALLY WITH ANY ADJACENT DUCTWORK/GRILLES. CENTER DIFFUSERS/GRILLES BETWEEN STRUCTURAL MEMBERS WHERE DUCTWORK AND STRUCTURAL MEMBERS ARE EXPOSED. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL INSTALLATION APPEARANCE AND SHALL MAKE APPROPRIATE CHANGES WHERE DIRECTED BY ARCH./ENGINEER AT THEIR OWN EXPENSE WHERE ITEMS ARE NOT INSTALLED PER ABOVE STANDARDS. CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT BY AN AABC OR NEBB CERTIFIED AGENCY. THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. THE CONTRACTOR MUST ALSO PROVIDE ALL REPORTS REQUIRED BY THE SPECIFICATION. OUTDOOR TEMPERATURE (DB); OUTSIDE AIR (DB/WB & CFM); SUPPLY AIR AT UNIT DISCHARGE (DB/WB & CFM); RETURN AIR €MIXEDI (DB/WB & CFM); LEAVING COIL (DB/WB); DIFFUSER/GRILLE (DB/WB); EQUIPMENT (EWT/LWT); EQUIPMENT (EAT/LAT); EQUIPMENT (GPM); EQUIPMENT (PRESSURES). OUTSIDE AIR CFM SHALL BE MEASURED DIRECTLY AND NOT CALCULATED FROM THE DIFFERENCE BETWEEN SUPPLY AIR CFM AND RETURN AIR CFM. ALL AIR -HANDLING UNITS SHALL BE MECHANICALLY ATTACHED TO OTHER AIR DISTRIBUTION SYSTEM COMPONENTS. AIR -HANDLING UNITS LOCATED OUT -SIDE THE CONDITIONED SPACE SHALL BE SEALED USING APPROVED CLOSURE SYSTEMS CONFORMING TO THE APPROVED CLOSURE AND MECHANICAL APPLICATION REQUIREMENTS OF FLORIDA BUILDING CODE. ALL DUCTWORK MUST BE INSTALLED 6" AWAY FROM ANY FIRE RATED WALL TO FACILITATE INSPECTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES, ETC. IDEALLY DUCTWORK SHALL BE INSTALLED FIRST. PENETRATIONS THROUGH SMOKE OR FIRE -RATED ASSEMBLIES: PENETRATIONS FOR PIPES, CONDUITS OR OTHER PURPOSES THROUGH ASSEMBLIES (FLOORS, ROOF, WALLS, PARTITIONS, ETC.) WITH A REQUIRED FIRE RESISTANCE RATING SHALL BE SEALED TO THE PENETRATING MEMBER IN AN APPROVED MANNER WHICH MAINTAINS THE REQUIRED FIRE RESISTANCE RATING OF THE ASSEMBLY AS FOLLOWS: WHERE HOLES FOR PENETRATIONS ARE FORMED CIRCULAR OR CORE -BORED, THE PENETRATION SHALL BE PROTECTED WITH FIRE -SEAL BRAND SMOKE AND FIRE STOP FITTINGS MFG. BY 0-Z GEDLEY, LINK SEAL BRAND BY THUNDER LINE OR AN EQUAL APPROVED BY ENGINEER. WHERE HOLES FOR PENETRATIONS ARE IRREGULAR (NON -CIRCULAR) IN SHAPE, THE PENETRATION SHALL BE PROTECTED WITH DOW CORNING 3-6548, SILICONE RTV FOAM, 3M FIRE BARRIER PENETRATION SEAL SYSTEM OR AN EQUAL APPROVED BY THE ENGINEER. INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. THE CONTRACTOR IS TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTORS BEFORE ANY CONSTRUCTION WORK. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 10'-0". UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND/SUPPORT MECHANICAL EQUIPMENT AND MATERIALS. CONTRACTOR SHALL INSTALL MOTORIZED OUTSIDE AIR DAMPERS FOR ALL AIR HANDLING EQUIPMENT. AIR HANDLING UNITS SHALL HAVE AN EQUIVALENT OR BETTER OF RUSKIN "CD504" DAMPER, WHICH SHALL MODULATED PER 24V ACTUATOR MECHANICALLY WIRED. ALL DAMPERS SHALL SHUT UPON UNIT SHUTDOWN. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AIR HANDLING EQUIPMENT. INSULATE ALL CONDENSATE LINES WITH 1 /2" THICK CLOSED CELL FOAM INSULATION. ALL PIPING EXPOSED TO EXTERNAL ELEMENTS SHALL BE JACKETED WITH UV STABILIZED PVC OR ALUMINUM SHEETING. PROVIDE A 4" HIGH CONCRETE HOUSEKEEPING PAD UNDER ALL MECHANICAL EQUIPMENT, UNLESS OTHERWISE NOTED. PADS SHALL BE 4" LARGER THAN THE EQUIPMENT ON ALL SIDES. UNLESS OTHERWISE NOTED, ALL UNDERGROUND PIPING SHALL HAVE A MINIMUM OF 3'-0" OF COVER. IT IS THE RESPONSIBILITY OF THE MECHANICAL INSTALLER TO PATCH AND REPAIR ANY DUCT OPENINGS WHICH RESULT FROM THE RELOCATION OR ELIMINATION OF ANY EXISTING AIR DEVICES. THE PATCH IS TO BE OF A SIMILAR MATERIAL TO THE REPAIRED DUCT AND TO BE SEALED IN ACCORDANCE WITH SMACNA STANDARDS. AIR HANDLING EQUIPMENT WARRANTIES SHALL BE EQUAL TO OR EXCEED WARRANTY OF SCHEDULED EQUIPMENT. UNLESS OTHERWISE NOTED. PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED WALL. DUCTWORK OR PIPING SHALL NOT BE SUPPORTED FROM ANY FIRE RATED WALL. FOR DUCTWORK PENETRATING ONE HOUR FIRE RATED WALL, THE ENTIRE DUCT SYSTEM, TO BE CONSTRUCTED PER SMACNA STANDARDS WITH A MINIMUM OF 26 GA. STEEL DUCT AND SHALL CONTINUE IN THE HORIZONTAL DIRECTION WITHOUT ANY GRILLE OR OPENING FOR NOT LESS THAN 5'-0" FROM THE WALL AND DUCT SHALL NOT EXCEED SQUARE INCH REQUIREMENTS OF LOCAL CODE, OTHERWISE A FIRE DAMPER SHALL BE PROVIDED. DOUBLE WALLED TURNING VANES SHALL BE PROVIDED IN ALL RECTANGULAR SUPPLY DUCT ELBOWS WITH ANGLES FROM 45 DEGREES TO 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS (FREE AREA). CONTRACTOR SHALL COORDINATE ALL INTAKE/EXHAUST LOCATIONS TO INSURE AT LEAST A 10' DISTANCE BETWEEN ANY INTAKES AND VENTILATION EXHAUSTS, PLUMBING VENTS, RELIEF, ETC... ALL HVAC EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS UNLESS INDICATED OTHERWISE. MECHANICAL CONTRACTOR SHALL SIZE AND INSTALL REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS. REFRIGERANT PIPING SHALL BE TYPE "L" COPPER WITH BRAZED JOINTS. APPLY -Y4" CLOSED CELL INSULATION ON COMPRESSOR SUCTION LINE. ALL PIPING EXPOSED TO EXTERNAL ELEMENTS SHALL BE JACKETED WITH UV STABILIZED PVC OR ALUMINUM SHEETING. PRE -CHARGED LINES AND SOLDER ON SHORT 90'S ARE NOT ACCEPTABLE. CONTRACTOR SHALL USE SWEEPING 90'S AT EVERY BEND WITH EXCEPTION OF EQUIPMENT CONNECTIONS. CONTRACTOR SHALL PROVIDE A PERMANENT/PROFESSIONAL LABEL FOR EACH PIECE OF EQUIPMENT, ASSOCIATED THERMOSTAT(S) AND/OR SENSOR(S). EQUIPMENT LOCATION IDENTIFICATIONS AT CEILINGS: WHERE VALVES, EQUIPMENT SUCH AS VAV BOXES, FANS, ETC... CIRCUIT BREAKERS OR OTHER ITEMS SUBJECT TO ROUTINE SERVICE ARE MOUNTED IN A CONCEALED AREA ABOVE A CEILING, THE CEILING MUST BE MARKED WITH A LABEL UNDER THE SERVICED DEVICE. THE LABEL SHALL CARRY APPROPRIATE IDENTIFICATION TAG. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. METAL DUCTWORK SHALL BE CONNECTED TO AIR HANDLING EQUIPMENT WITH FLEXIBLE DUCT CONNECTORS EQUAL TO DURO DYNE "SUPER METAL-FAB" WITH EXCELON FABRIC; "GRIP LOC" SEAM; 24 GAUGE METAL TABS. INSULATION SHALL BE INSTALLED OVER METAL TABS AS TO NOT CAUSE FRICTION ON FABRIC. LOW PRESSURE SUPPLY, RETURN, AND TRANSFER DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS UNLESS OTHERWISE NOTED. DUCT INSULATION TO BE 2.0" THICK FOIL BACK WRAP, K=0.25 BTUH-IN./SF. HR- 1.50#/CF AS MANUFACTURED BY JOHNS MANVILLE. JOINTS TO BE STAPLED AND TAPED WITH PRESSURE SENSITIVE TAPE (PER FMC 603) AS MANUFACTURED BY COMPAC INDUSTRIES MODEL #120 (FLAME SPREAD = 5, SMOKE DEVELOPED = 10) OTHER ACCEPTABLE MANUFACTURERS ARE OWENS CORNING AND KNAUF. IN LIEU OF SHEET METAL DUCTWORK, DUCT BOARD MAY BE USED. CONTRACTOR SHALL (BID AS DEDUCTIVE ALTERNATE). 1.5" TRICK DUCT BOARD (EQUAL TO JOHNS MANVILLE BONDED WITH THERMO SETTING RESIN ON AIR STREAM SIDE WITH AN ANTI -MICROBIAL COATING) AND CONFORM WITH UL STANDARDS FOR SAFETY AIR DUCT, NO. 181, 1967 ESTABLISHED FOR CLASS 1 AIR DUCTS. FACING SHALL BE FSK ALUMINUM FOIL. CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS AND DETAILS IN SMACNA AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS, LATEST REVISION AND MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS SHALL BE SECURELY TAPED WITH FASSON 0810 OR APPROVED EQUAL PRESSURE SENSITIVE TAPE. METAL TO FIBERGLASS CONNECTIONS TO BE MADE USING 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. SUPPORT DUCTS WITH 1X2X1 22 GAUGE MINIMUM CHANNELS AND STRAP OR 12-GAUGE WIRE FROM BUILDING CONSTRUCTION. SUSPEND FROM JOISTS WITH BEAM CLAMPS. PROVIDE HOT DIPPED STEEL FASTENERS, ANCHORS, RODS, STRAPS, TRIM AND ANGLES FOR SUPPORT OF DUCTWORK. DUCT SIZES ON CONSTRUCTION DOCUMENTS ARE INTERNAL FREE -AREA DIMENSIONS. ALL EXHAUST DUCT WORK SHALL BE NON -INSULATED SHEET METAL UNLESS OTHER WISE NOTED. FLEXIBLE DUCT SHALL HAVE CONTINUOUS TEAR RESISTANT LINER ENCASED BY INSULATING MATERIAL WITH AN OUTER VAPOR JACKET CONFORMING TO UL181 UNLESS THE FLEX DUCT MEETS THE CRITERIA STATED IN 2010 FLORIDA BUILDING CODE -BUILDING SECTION 419.3.6.4. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES AND FIRE SPRINKLER HEADS. CONTRACTOR SHALL SUPPLY PIPE SUPPORTS 4'-0" ON CENTERS FOR REFRIGERANT LINES AND CONDENSATE LINES. SUPPORTS SHALL BE PER DETAILS. CONTRACTOR SHALL REFER TO ALL DETAILS FOR PROPER GUIDANCE. MES,112.90.4700 PareFL 33609 Mark E. Awmiller, PE 111111 COA # 6304 Project # 2013577 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 - 10/15/13 PERMIT SET Mark I Date Description Issue/Revision Revision Project ID 13D16 CAD File Name - Drawn By DKS Reviewed By MEA Plot Date: 00/00/00 Record Date: 00/00/00 Sheet Title Drawing No. SCHEDULES SCALE: NTS M-6.0 5 M 3 2 I 1 5 I 4 1 3 1 2 1 1 3 mm ID III CO KEY PLAN: DEMOLITION J., SCALE: 1:500 5 I NO 1 i A111 ;Z L- Co 0 PLUMBING NOTES: O1 ALL PIPING WITH HATCHED ARE TO BE REMOVED AND DISCARDED. PRIOR TO REMOVAL OF ANY PIPING COORDINATE WITH FACILITIES MANAGER THAT ALL UNITS IN THE SECOND AND THIRD FLOOR HAVE BEEN VERIFIED NOT TO POSE A NESCIENCE TO TENANT ON FLOOR ABOVE. OVERIFY THE SIZE AND LOCATION OF EXISTING PIPING. FIRST FLOOR PLUMBING DEMOLITION PLAN SCALE: 1/8" = T-0" 4 I 3 I 2 I 1 L STATE OF FLORIDA PROFESSIONAL ENGINEER �G ' 9 6 1 . a 5 MARK E. AWMILLER PE#53973 MES813.289.4700 North Reo Street pa, FL 33609 GROUPMark E. Awmiller, PE # 53973 GOA#8304 Project# 2013517 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 PERMIT SET Mark Date I Description Issue/Revision Revision Project ID 13D16 CAD File Name - Drawn By DKS Reviewed By MEA Plot Date: 00/00/00 Record Date: 00/00/00 Sheet Title FIRST FLOOR PLUMBING DEMOLITION PLAN SCALE: 1 /8"=V-011 Drawing No. P-0.1 V/ U V/ V J zz,/,/ 4N N t .. Ln ,,, io �—'_ i I _.....m 4 T— __...._—... _....e_... s .11 "d TYR I a I ai / i -- F7- I IdF , Typ , I EJ 1 s 0 r-i'�KEY PLAN: DEMOLITION �11 SCALE:1:500 5 4 PLUMBING NOTES: OFIXTURES AND PIPING WITHIN HATCHED AREA SHALL BE REMOVED. FIXTURES SHALL BE GIVEN TO OWNER FOR DELEGATION OF DISPOSAL. O2 CAP ALL CONNECTIONS TO APARTMENT UNITS WITH HATCHED AREAS. 3O INSPECT ALL EXISTING DOMESTIC MAIN. REPAIR PIPING AS REQUIRED. FIRST FLOOR DOMESTIC DEMOLITION PLAN SCALE: 1/8" = V-0" 3 I 2 I 1 L mw-m�lna STATE OF FLORIDA PROFESSIONAL ENGINEER MARK E. AWMILLER g PE#53973 _• 4� s Bi 3.289.4 OOmpareFL 33609 MES Mark E. Awmiller, PE 113111 COA # 8304 Project # 2013577 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 PERMIT SET Mark Date I Description Issue/Revision Revision Project ID 13D16 CAD File Name - Drawn By DKS Reviewed By MEA Plot Date: 00/00/00 Record Date: 00/00/00 Sheet Title FIRST FLOOR DOMESTIC DEMOLITION PLAN SCALE: 1/8 If= 1 1-011 Drawing No. P-0.2 5 1 4 1 3 1 2 1 1 N IC IFJ1 SURFACE CLEANOUT CONCRETE PAD GRADE TWO WAY CLEANOUT 01 2-WAY GRADE CLEANOUT DETAIL Nm \ MAY EXTEND AS WASTE OR VENT WALLCOVER WALL AND SCREW PLUGGED TEE WITH CLEANOUT FLOOR LINE m 1 /8 C.I. BEND BALANCE OF PIPING SAME AS FLOOR CLEANOUT �2 WALL CLEANOUT DETAIL Nm PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION W WASTE PIPING - --� -- - (E) W EXISTING WASTE PIPING - - - - - - V VENT PIPING • CW COLD WATER PIPING HW HOT WATER PIPING - - - HWR HOT WATER RETURN PIPING WCO WCO WALL CLEAN OUT OR %I" VTR VENT THRU ROOF OR FCO FLOOR CLEAN OUT OR GCO GRADE CLEAN OUT e POINT OF NEW CONNECTION 0 KEYNOTE &I BALL VALVE HOSE BIBB MATERIAL SPECIFICATIONS: 1. DOMESTIC HOT AND COLD WATER PIPING TO BE SCH 40 CPVC WITH SOLVENT WELDED FITTINGS ABOVE GROUND. 2. SANITARY WASTE AND VENT PIPING SHALL BE DWV SCHEDULE 40 PVC ABOVE AND BELOW GRADE. 3. INSULATION SHALL BE FLEXIBLE UNICELLULAR -SELF -SEAL ARMAFLEX 2000 3/4" THICK FOR HOT WATER PIPING UP TO 2" SIZE - PROVIDE SHEET METAL SADDLES AT EACH HANGER. FIXTURE SPECIFICATIONS: WC-1 WATER CLOSET, BARRIER FREE - AMERICAN STANDARD, CADET RIGHT HEIGHT NO. 2467.016, FLOOR MOUNTED, FLOOR OUTLET, 16.5" HIGH, TANK TYPE, ELONGATED BOWL PRESSURE -ASSISTED SIPHON JET FLUSH ACTION, CLOSE COUPLED FLUSHOMETER TANK, VITREOUS CHINA, 1.6 GPF, EVERCLEAN@SURFACE INHIBITS THE GROWTH OF STAIN- AND ODOR -CAUSING BACTERIA, MOLD, AND MILDEW ON THE SURFACE. CENTOCO NO. 1500STSCCSS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. 1 /2"CW, 4" SAN. LAV-1 LAVATORY, BARRIER FREE - AMERICAN STANDARD LUCERENE NO. 0355.012, 20X18" VITREOUS CHINA, WALL HUNG, 4" CENTERS, PROVIDE WITH EXTRA RIGHT HAND HOLE. PROVIDE FLOOR CARRIER WITH CONCEALED ARMS. TWO -LEVER FAUCET - HC - DELTA NO. 2599-HGMHDF, CHROME FAUCET, TWO -LEVER HANDLE, 1/2 GPM FLOW RESTRICTOR, GRID DRAIN ASSEMBLY. HC FINISH - TOP OF FRONT RIM MOUNTED 34" FROM FINISHED FLOOR. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. INSULATE TRAP AND SUPPLIES WITH TRUEBRO NO. 103 LAV GUARD. 1/2" CW, 1/2- HW, 1-1/4" SAN. SH-1 SHOWER - DELTA NO. T14238-H2O, PRESSURE -BALANCED MIXING VALVE WITH SINGLE LEVER HANDLE, INTEGRAL SERVICE STOPS, 1.5 GPM SPRAY SHOWER HEAD. ZURN SHOWER FLOOR DRAIN NO. FD-2254-S5-PB, POLISHED BRASS STRAINER, PVC BODY. PROVIDE TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. 1/2-CW, 1/2" HW, 2" SAN. TWO COMPARTMENT SINK - ELKAY, LUSTERTONE NO. LR-3322, 33X22X8" STAINLESS STEEL DOUBLE COMPARTMENT SINK, SELF RIMMING, 3 FAUCET HOLES. FAUCET NO. LK-2432-BH, HI -ARC SWING SPOUT, BLADE HANDLES. LK-335 DUO STRAINER, AERATOR. PROVIDE STOPS, SUPPLIES, TRAPS, ETC. TO MAKE COMPLETE INSTALLATION. 1/2" CW, 1/2" HW, 1-1/2" SAN. PROVIDE WITH IN-SINK-ERATOR, MODEL EVOLUTION COMPACT, 3/4 HP, 1725 RPM, 120 V/1 PH, 8.1 AMPS, STAINLESS STEEL GRINDING COMPONENTS. SHOWER - AMERICAN STANDARD NO. 1662.601, PRESSURE -BALANCED MIXING VALVES WITH LEVER HANDLE, 60" HOSE WITH VACUUM BREAKER, HAND HELD SHOWER AND SLIDE BAR, ZURN SHOWER FLOOR DRAIN NO. FD-2251-SS, STAINLESS STEEL SLOTTED STRAINER, CAST IRON BODY. PROVIDE TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. 1 /2"CW, 1/2" HW, 2" SAN. WCO WALL CLEAN OUT - ZURN NO. CO2411/CO2530-SS7, SMOOTH STAINLESS STEEL ACCESS COVER, PVC PLUG AND BODY. SIZE TO PIPE SIZE. FCO FLOOR CLEAN OUT - ZURN NO. CO2450-PV, POLISHED BRONZE ACCESS COVER, PVC BODY, PROVIDE WITH CARPET MARKER FOR CARPETED SURFACES. MATCH TO PIPE SIZE. PLUMBING SPECIFICATIONS: ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE 2010 FLORIDA PLUMBING CODE. REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED. COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS, STRUCTURE, ELECTRICAL LIGHTING AND OTHER PIPING IN THE CEILING SPACE. VENT PIPING AND WATER PIPING SHALL BE HELD EITHER ABOVE OR BELOW HVAC DUCTWORK AS COORDINATED WITH THE HVAC CONTRACTOR. ALL CHANGES SHALL BE REVIEWED BY THE ARCHITECT. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, UNLESS NOTED OTHERWISE. VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL PLUMBING FIXTURES PRIOR TO ROUGH -IN. FURNISH CUT-OUT TEMPLATES, FOR PLUMBING FIXTURES TO BE INSTALLED IN MILLWORK, TO THE GENERAL CONTRACTOR. MAKE PROPER HOT AND COLD WATER, WASTE AND VENT PIPING CONNECTIONS TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL FITTINGS AND CONNECTIONS ARE NOT SHOWN. IT IS NOT THE INTENT OF THESE DRAWINGS TO COVER ALL WORK AND MATERIAL. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE AND/OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THESE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK. THE EQUIPMENT ROUGH -IN ITEMS AND THEIR DIMENSIONED LOCATIONS FOR ALL CONNECTIONS ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. IN SOME INSTANCES THE OWNER OR SUPPLIER MAY MAKE SUBSTITUTIONS OR THE EQUIPMENT ITEMS MAY VERY FROM WHAT IS SHOWN. THEREFORE, THESE ITEMS AND DIMENSIONS SHALL BE VERIFIED WITH THE EQUIPMENT SUPPLIER, OWNER AND/OR EQUIPMENT ROUGH -IN DRAWING. FAILURE OF THE APPROPRIATE CONTRACTOR TO VERIFY ROUGH -INS OR THEIR LOCATIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION AND/OR ADDITIONAL ROUGH -INS DIRECTLY UPON THE CONTRACTOR. CONTRACTOR SHALL SUPPLY TO THE ARCHITECT THE REQUIRED COPIES OF SHOP DRAWINGS FOR APPROVAL SO THE QUALITY OF INTENDED MATERIALS OR EQUIPMENT CAN BE REVIEWED BEFORE INSTALLATION. THERE WILL BE NO DRAW UNTIL SHOP DRAWINGS HAVE BEEN SUBMITTED AND REVIEWED BY THE ARCHITECT/ENGINEER. DO NOT SCALE THIS DRAWING. REFER TO ARCHITECTURAL FLOOR PLAN FOR BUILDING DIMENSIONS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT NECESSARILY SHOW ALL ELBOWS, OFFSETS, UNION, VALVES AND FITTINGS REQUIRED TO COMPLETE THE INSTALLATION OF THE WORK. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. VERIFY SERVICE POINTS AND METERING LOCATIONS FOR PROJECT WITH LOCAL UTILITIES AND/OR LANDLORD (DOMESTIC WATER, SANITARY SEWER, GAS, ETC.) THE CONTRACTOR SHALL COOPERATE FULLY AMONG THE TRADES. ALL ROOF PENETRATIONS FOR ROOF DRAINS AND PLUMBING, GAS AND REFRIGERANT PIPING SHALL BE MADE IN ACCORDANCE WITH ROOF SYSTEM MANUFACTURER'S GUIDELINES. COORDINATE WITH ARCHITECTURAL DETAIL AND/OR LANDLORD FOR ROOF SYSTEM USED. ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF SET A MINIMUM OF 3'-0" BEFORE ROOF PENETRATION. INSTALL 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON ALL ROOF LEADERS ABOVE CEILING. PLUMBING CONTRACTOR SHALL VERIFY WITH THE LOCAL HEALTH DEPARTMENT AND/OR WATER COMPANY AS TO THE METER AND VALUING ARRANGEMENTS OF THE DOMESTIC WATER SERVICE LINE WHICH ENTERS THE BUILDING. SHOULD A BACKFLOW PREVENTER ASSEMBLY AND/OR PRESSURE REDUCING VALVE ASSEMBLY BE REQUIRED, THE PLUMBER SHALL FURNISH AND INSTALL SAME PER LOCAL AND STATE REQUIREMENTS. THE BACKFLOW ASSEMBLY SHALL BE A "WATTS" SERIES #909, OR APPROVED EQUAL MEETING ASSE STANDARDS 1013,1015, AND 1020. IF BACKFLOW PREVENTER IS REQUIRED, PROVIDE PROPERLY SIZED THERMAL EXPANSION TANK IN SUPPLY PIPING OF WATER HEATER. IF WATER PRESSURE IS 65 PSI OR ABOVE, THE PRESSURE REDUCING VALVE ASSEMBLY SHALL BE A "WATTS" SERIES #U5 SET AT 50 POUNDS, DELIVERY PRESSURE UNLESS OTHERWISE NOTED. THE POTABLE WATER SUPPLY SHALL BE PROTECTED AGAINST BACKFLOW AND SIPHONAGE BOTH NATURAL AND INDUCED. ALL EQUIPMENT CONNECTED TO THE POTABLE WATER SYSTEM BEING CAPABLE OF POLLUTING OR CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM OR ANY PART THEREOF BY MEANS OF A REVERSAL OF FLOW, PRESSURE DROP, PRESSURE LOSS, INDUCED VACUUM OR BY INJECTION BECAUSE OF ANY PRIMARY OR AUXILIARY PUMPING SYSTEM CONNECTED THERE TO MUST BE ISOLATED AND CONTAINED BY MEANS OF APPROVED BACKFLOW DEVICES, CHECK VALVES, AIR GAPS OR VACUUM BREAKERS. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THESE DEVICES PER LOCAL CODE REQUIREMENTS. THE WATER PIPING SYSTEM SHALL BE FLUSHED AND STERILIZED IN ACCORDANCE WITH LOCAL REGULATIONS. THE HOT AND COLD WATER SUPPLY BRANCHES FOR ALL EQUIPMENT HAVING QUICK CLOSING VALVES OF ANY TYPE SHALL HAVE WATER HAMMER ARRESTOR INSTALLED AT THE HIGH POINT ON THE END OF EACH BRANCH. FURNISH AND INSTALL SHUTOFF OR BALL VALVE AND DIELECTRIC UNIONS ON ALL EQUIPMENT HOT AND COLD WATER LINES. PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT. COORDINATE WITH EQUIPMENT SUPPLIER FOR EXACT REQUIREMENTS. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A PRESSURE REDUCING VALVE ON THE INLET OF THE DISHWASHER TO REDUCE INCOMING WATER PRESSURE TO LESS THAN 20 PSI. VERIFY MOUNTING HEIGHTS OF ALL BARRIER FREE FIXTURES WITH ARCHITECTURAL PLANS. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COPPER INDIRECT WASTE PIPING REQUIRED FROM EQUIPMENT TO FLOOR DRAINS, OPEN RECEPTACLES OR FLOOR SINKS. PIPING SHALL COMPLY WITH STATE AND LOCAL CODES. COORDINATE WITH ALL EQUIPMENT SUPPLIERS AND SIZES AS REQUIRED BY PIECE OF EQUIPMENT SERVED. HOLD PIPING TIGHT TO WALL WHERE APPLICABLE. PROPERLY SECURE AS REQUIRED. COORDINATE WITH CASEWORK SUPPLIER FOR MAXIMUM CLEARANCE UNDER CABINETS. PROVIDE CHROME PLATED ESCUTCHEONS AT ALL WALL PENETRATIONS. PLUMBING CONTRACTOR SHALL INSTALL 4" SOIL AND WASTE PIPING WITH MINIMUM SLOPE OF 1/8" PER FOOT UNLESS OTHERWISE REQUIRED. HOLD TOP OF FLOOR DRAINS FLUSH WITH FINISHED FLOOR. SEE ARCHITECTURAL SHEETS FOR FLOOR SLOPES AND PROPER FINISHED FLOOR ELEVATION. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS, FROM THE NEAREST LAVATORY, AS SHOWN ON THE PLAN AND AS REQUIRED BY LOCAL CODE. PRIMERS SHALL BE LOCATED IN A SERVICEABLE LOCATION AND INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. ALL VENT PIPE TO BE COMPATIBLE WITH STRUCTURE, MECHANICAL EQUIPMENT AND DUCTWORK, ELECTRICAL EQUIPMENT AND LIGHTING. ALL V.T.R.'S SHALL BE EXTENDED TO A MINIMUM OF 2" ABOVE PARAPET HEIGHT AND MAINTAINED 10'-0" MINIMUM FROM ALL OUTSIDE AIR INTAKES. MATERIALS, EQUIPMENT, ASSEMBLIES AND SYSTEMS SHALL MEET ALL PERTINENT REQUIREMENTS OF NATIONALLY RECOGNIZED TESTING ORGANIZATIONS SUCH AS UL, ASTM, ASSE, AWWE, AGA AND NFPA AS WELL AS THE MOST CURRENT VERSION OF THE STATE AND LOCAL CODES. ALL INSTALLED SYSTEMS, DEVICES AND RELATED ITEMS SHALL BE TESTED IN PLACE. REPLACE ANY AND ALL CONTRACTOR SUPPLIED DEFECTIVE DEVICES, ITEMS OR SYSTEMS AT CONTRACTOR'S OWN EXPENSE BEFORE COMPLETION OF PROJECT. WHERE JOB CONDITIONS REQUIRE CHANGES FROM THE CONTRACT DOCUMENTS THAT DO NOT CHANGE THE SCOPE OR NATURE OF WORK REQUIRED, THE CONTRACTOR SHALL MAKE SUCH CHANGES WITHOUT ADDITIONAL COST TO THE OWNER. NO OTHER CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF THE ENGINEER. ALL EQUIPMENT, FIXTURES AND MATERIALS SHALL BE NEW AND UNUSED, AND INSTALLED IN STRICT CONFORMANCE TO MANUFACTURERS RECOMMENDATIONS (U.O.N.). PROVIDE COMPLETE WITH ALL TRIM, STOPS, HANGERS, CARRIERS, SUPPORTS, ETC. INCLUDING PROVISIONS FOR BARRIER FREE USE, IF REQUIRED. WHERE FIXTURES ARE ACCESSIBLE THEY MUST COMPLY WITH ALL FEDERAL A.D.A. REGULATIONS. CONTRACTOR SHALL GUARANTEE ALL WORK FOR WHICH MATERIALS ARE FURNISHED, FABRICATED OR FIELD ERECTED, ALL FACTORY ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURERS GUARANTEE IS FURNISHED AND ALL WORK IN CONNECTION WITH THE INSTALLATION OF MANUFACTURERS GUARANTEED EQUIPMENT. THE CONTRACTOR'S GUARANTEE SHALL LAST ONE YEAR FROM THE FINAL OWNER ACCEPTANCE OF THE WORK AND SHALL APPLY TO ALL DEFECTS IN MATERIALS AND WORKMANSHIP OF ANY KIND. ALL FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHTGRASPING. ALL BARRIER FREE WATER CLOSET CONTROLS SHALL BE LOCATED ON UNIT TOWARDS WIDE SIDE OF STALL. VERIFY IF RIGHT OR LEFT SIDE LOCATION. C STATE OF FLORIDA PROFESSIONAL ENGINEER MARK E, AWMILLER PE#53973 MES 113.289.4700 Tampa, 33609 GROUP Mark E. Awmiller, PE # 53973 COA # 8304 Project # 2013577 THE COMMONS ON PRETfY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 PERMIT SET Mark I Date Description Issue/Revision Revision Project ID 13D16 CAD File Name - Drawn By DKS Reviewed By MEA Plot Date: 00/00/00 Record Date: 00/00/00 Sheet Title DETAILS AND NOTES Drawing No. SCALE: 1/8"=1'-0" P-5.1 5 4 3 2 I 1 5 1 4 1 3 1 2 1 1 D c I IA a X vlvi I I SE R X O X LX � UNI 148 ®® X X UNIT 2 0 r3zlm e\'�'150<1"\\1 '�% I L-1 � ®' 1 KEY PLAN: RENOVATION FP-1.1 SCALE:1:500 5 SHUFFLEBOARD gOURTS NOTE: ACTUAL PIPE SIZING, ROUTING AND LOCATION SHALL BE BY THE FIRE SPRINKLER CONTRACTOR PER F.A.C. 61G15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE ENGINEER AND FIRE MARSHAL FOR REVIEW. OCCUPANCY HAZARDS: RESIDENTIAL OCCUPANCY, 144 SQUARE FEET - MAXIMUM SPRINKLER SPACING - DENSITY 0.125 gpm/ft2 FOR ONE SPRINKLER AND 0.09 gpm/ft2 FOR MULTIPLE SPRINKLERS; TENANT UNITS LIGHT HAZARD OCCUPANCY, 225 SQUARE FEET - MAXIMUM SPRINKLER SPACING - DENSITY 0.10/1500 SQ.FT.; TENANT UNITS DIRECTLY ABOVE GARAGE; GARAGE AREA CODE REFERENCE: NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2007 EDITION. NFPA 13R - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN RESIDENTIAL OCCUPANCIES 2007 EDITION. FLORIDA BUILDING CODE 2010 EDITION. FLORIDA FIRE PREVENTION CODE 2010 EDITION. I 0 0 X O O x 0 0 X O O X j aj X UNIT 5A X Wa oX X X X a I to T O O UNIT 1 A X U"NIT 513 X =J `il-: �j 3' 7 _.T i fif• i, A ' % RECESSED PENDENT 1WHITE 1135 ISTANDARD COVERAGE, QUICK RESPONSE 2 FIRST FLOOR FIRE PRTECTION RENOVATION PLAN SCALE: 1/8" = 1'-0" STATE OF FLORIDA 5 PROFESSIONAL ENGINEER —A a _ .a m MARK E. AWMILLER PE#53973Ic �rA I9v MES813.2...47.0"p 550 North Reo Street " 33609 Mark E. Awmiller, PE # 53973 COA#8304 Project# 2013577 THE COMM( ON PRETTY POND 38130 Pretty Pond Road Zephyfhills, FL 33540 10/15/13 PERMIT SET Mark Date Description Issue/Revision Revision Project ID 13D16 CAD File Name Drawn By DKS Reviewed By MEA Plot Date: 00/00/00 Record Date: 00/00/00 Sheet Title FIRST FLOOR RENOVATION RENOVATION PLAN SCALE: 1 /8"=V-0" Drawing No. FP-1.1 5 91 3 2 r 0 EQ. EQ. Ci 0 X w d w EQ. EQ. d w c� w V w d w CEILING LEGEND wa'r�iRiaTifi ,TitiT17JT�T��iAIR DEVICE OR 1 TkT+ItT,4TATi1� TTyj�'F}TjTj�►A1JLIGHT FIXTURE i'Ti�Y�"1147kTjGti+. 0 SPEAKER OR SPRINKLEROTHER DEVICE SPRINKLERS IN GRID CEILING SYSTEMS SHALL BE LOCATED AT THE MIDPOINT OR QUARTERPOINT OF THE FOUR FOOT (4') DIMENSION AND THE MIDPOINT OF THETWO (2') DIMENSION. WHERE A CONFLICT OCCURS, SYMMETRY ABOUT THE AXIS SHALL BE MAINTAINED. IU SPRINKLER MOUNTING DETAIL rns I MORTAR MIN. 4-1/2 IN. THICKNESS OF FILL MATERIAL FLUSH WITH BOTTOM SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. EQUAL TO RECTORSEAL METACAULK. MIN. 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 pcf) CONCRETE. GALVANIZED STEEL COLLAR LINED-' WITH AN INTUMESCENT MATERIAL SIZED TO FIT SPECIFIC DIAM OF THE THROUGH PENETRANT (COLLARS ARE TO BE INSTALLED ON EACH SIDE OF WALL). EQUAL TO RECTORSEAL METACAULK PIPE COLLAR. NOMINAL 6" DIA OR SMALLER PIPE (PVC, CPVC, ABS, FRPP) n: 4 ANCHOR TABS TO UNDERSIDE OF FLOOR WITH 1/4" DIAM. BY 1-1/4 LONG STEEL EXPANSION BOLTS OR STEEL TAPCONS. COMPLIES WITH UL SYSTEM NUMBER C-AJ-2269 F RATING - 3 HR T RATING - 2-1/2 HR REFER TO UL DIRECTORY LISTING FOR FURTHER JU2 NON-METALLIC PIPE THRU RATED WALL DETAIL rRs I 1 OR 2 HOUR RATED WALL, STEEL CHANNEL OR WOOD STUD WALL, SPACED MAX. 24" IN. OC GYPSUM BOARD 1/2- OR 5/8" IN. THICK CAULK MIN. 5/8" IN. THICKNESS OF FILL MATERIAL FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. ; EQUAL TO 3M CP-25WB. NOMINAL 2" DIA OR SMALLER PIPE (PVC, RIGID NONMETALLIC CONDUIT, CPVC, ccPVC, ABS, ccABS) NOMINAL 1/4" THICK INTUMESCENT ELASTOMETRIC MATERIAL. EQUAL TO 3M FS-195. COMPLIES WITH UL SYSTEM NUMBER W-L-2003 F RATING - 1 AND 2 HR T RATING - 1 AND 2 HR REFER TO UL DIRECTORY LISTING FOR FURTHER INFORMATION. 1@ NON-METALLIC PIPE THRU RATED WALL DETAIL rrts RISER NIPPLI BRANCHLINE SUSPENDED CEILING ARMOVER C. FOR HEAD TYPES. SEE FLOOR PLANS AND HEAD DETAILS I(A) RERIRN BEND ASSEMBLY DETAIL rrrs I 1 OR 2 HOUR RATED Vi STEEL CHANNEL OR WC STUD WALL SPACED M� IN. OC GYPSUM BOARD OR 5/8" IN. THICK CAULK MIN. Y4" THICKNI FILL MATERIAL FLUSH V SURFACE OF FLOOR OR BOTH SURFACES OF WA EQUAL TO 3M CP-25WI NOMINAL 12" DIA OR SMALLER SCH 10 (OR HEAVIER) STEEL PIPE, SERVICE WEIGHT (OR HEAVIER) CAST IRON F CLASS 50 (OR HEAVIEI DUCTILE PRESSURE PIF NOMINAL 6" DIA OR SMALLER TYPE "L" (OF HEAVIER) COPPER TUB COMPLIES WITH UL SYSTEM NUMBER W-L-1001 F RATING - 1, 2, 3 & 4 HR T RATING - 0, 1, 2, 3, & 4 HR REFER TO UL DIRECTORY LISTING FOR FURTHER 1@)METAL PIPE THRU RATED WALL DETAIL rrrs FIRE SPRINKLER SPECIFICATIONS: SPRINKLERS ARE TO BE LOCATED IN CENTER OF CEILING TILE. THE SPACING OF SPRINKLERS: THE SPACING AND SIZES OF PIPES SHALL CONFORM TO THE REQUIREMENTS OF NFPA PAMPHLET NO. 13. SPRINKLERS SHALL BE INSTALLED BY PERSONNEL WHO HAVE ENGINEERING FACILITIES AND EXPERIENCE IN SUCH WORK AND WHO ARE REGULARLY EMPLOYED TO DO SUCH WORK. IN LOCATING SPRINKLERS AND PIPING, CONTRACTOR SHALL COORDINATE THE SPRINKLER LAYOUT WITH THE LIGHTING AND AIR CONDITIONING LAYOUT. ALL MATERIAL SHALL BE OF APPROVED QUALITY AND THE WORK SHALL BE DONE IN A THOROUGH AND WORKMANLIKE MANNER. THE WORK, MATERIALS AND TEST SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF NFPA PAMPHLET 13, LATEST EDITION. PIPING: SPRINKLER PIPING SHALL BE BLAZEMASTER CPVC PIPE AND FITTINGS WITH SOLVENT WELDED FITTINGS CONFORMING TO ASTM F442, F438 (SCH 40) AND F439 (SCH80). MINIMUM SIZE IS 3/4" INCH. ONE STEP CEMENT, LOW VOC, FOR BLAZEMASTER CPVC PLASTIC PIPE, OR EQUAL. PIPING: SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE AND FITTINGS CONFORMING TO ASTM A-53. MINIMUM SIZE IS ONE (1") INCH. SCHEDULE 10 MAY BE USED FOR 2 1/2" AND LARGER. DO NOT THREAD THINWALL PIPE. PIPING: EXPOSED SPRINKLER PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND FITTINGS CONFORMING TO ASTM A-53. MINIMUM SIZE IS ONE (1") INCH. SCHEDULE 10 GALVANIZED MAY BE USED FOR 2 1/2" AND LARGER. DO NOT THREAD THINWALL PIPE. PIPE SUPPORTS: HANGERS, CLAMPS, RODS AND OTHER ACCESSORIES OF AN APPROVED TYPE AND IN SUFFICIENT NUMBER TO PROPERLY SUPPORT ALL PIPING SHALL BE FURNISHED AND INSTALLED. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT U-TYPE APPROVED ADJUSTABLE HANGERS.\ SPRINKLERS SHALL BE 1/2" ORIFICE TYPE OF ORDINARY DEGREE RATING EXCEPT WHERE EXCESSIVE TEMPERATURES ARE ANTICIPATED. IN THESE LOCATIONS HIGH TEMPERATURE SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA NO. 13. PROVIDE QUICK RESPONSE SPRINKLERS IN LIGHT HAZARD AREAS. PROVIDE AND MAINTAIN A MINIMUM OF 18 INCHES CLEARANCE BETWEEN THE BOTTOM OF THE SPRINKLER DEFLECTOR AND THE TOP OF STORAGE, FILES, ETC. REFER TO ARCHITECTURAL DOCUMENTS FOR LOCATIONS OF ALL SMOKE AND/OR FIRE WALLS WHICH FIRE PROTECTION PIPING PENETRATES AND PENETRATION DETAILS SHOWING THE MAINTAINING OF THE INTEGRITY OF THE SMOKE/FIRE SAFED IN AN APPROVED MANNER WHEN PENETRATING WALLS AND FLOORS. SEE DETAILS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT NECESSARILY SHOW ALL ELBOWS, OFFSETS, UNION, VALVES AND FITTINGS REQUIRED TO COMPLETE THE INSTALLATION OF THE WORK. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. ALL VALVES SHALL BE UL LISTED OR FM APPROVED. 1. MINIMUM PRESSURE RATING FOR STANDARD -PRESSURE PIPING: 175 PSIG. 2. MAXIMUM PRESSURE RATING FOR STANDARD -PRESSURE PIPING: 250 PSIG. CHECK VALVES: 1. STANDARD: UL 312. 2. TYPE: SWING CHECK. 3. BODY MATERIAL: CAST IRON. 4. END CONNECTIONS: FLANGED OR GROOVED. GATE VALVES: BRONZE OS&Y GATE VALVES: 1. STANDARD: UL 262. 2. BODY MATERIAL: BRONZE. 3. END CONNECTIONS: THREADED. IRON OS&Y GATE VALVES: 1. STANDARD: UL 262. 2. BODY MATERIAL: CAST OR DUCTILE IRON. 3. END CONNECTIONS: FLANGED OR GROOVED. NRS GATE VALVES: 1. STANDARD: UL 26. 2. BODY MATERIAL: CAST IRON WITH INDICATOR POST FLANGE. 3. STEM: NONRISING. 4. END CONNECTIONS: FLANGED OR GROOVED. ALARM VALVES: 1. STANDARD: UL 193. 2. BODY MATERIAL: CAST OR DUCTILE IRON. 3. SIZE: SAME AS CONNECTED PIPING. 4. END CONNECTIONS: FLANGED OR GROOVED. 5. DESIGN: FOR HORIZONTAL OR VERTICAL INSTALLATION. 6. INCLUDE TRIM SETS FOR BYPASS, DRAIN, ELECTRICAL SPRINKLER ALARM SWITCH, PRESSURE GAGES, AND FILL -LINE ATTACHMENT WITH STRAINER. 7. DRIP CUP ASSEMBLY: PIPE DRAIN WITHOUT VALVES AND SEPARATE FROM MAIN DRAIN PIPING. 8. DRIP CUP ASSEMBLY: PIPE DRAIN WITH CHECK VALVE TO MAIN DRAIN PIPING. YARD -TYPE, FIRE -DEPARTMENT CONNECTION: 1. STANDARD: UL 405. 2. TYPE: EXPOSED, FREESTANDING. 3. BODY MATERIAL: CORROSION -RESISTANT METAL. 4. INLETS: BRASS WITH THREADS ACCORDING TO NFPA 1963 AND MATCHING LOCAL FIRE -DEPARTMENT SIZES AND THREADS. INCLUDE EXTENSION PIPE NIPPLES, BRASS LUGGED SWIVEL CONNECTIONS, AND CHECK DEVICES OR CLAPPERS. 5. CAPS: BRASS, LUGGED TYPE, WITH GASKET AND CHAIN. 6. ESCUTCHEON PLATE: ROUND, BRASS, FLOOR TYPE. 7. OUTLET: BOTTOM, WITH PIPE THREADS. 8. NUMBER OF INLETS: TWO. 9. SLEEVE: BRASS. 10. SLEEVE HEIGHT: 18 INCHES. 11. ESCUTCHEON PLATE MARKING: SIMILAR TO "AUTO SPKR & STANDPIPE." 12. FINISH, INCLUDING SLEEVE: POLISHED CHROME PLATED. 13. OUTLET SIZE: NPS 4. WATER -MOTOR -OPERATED ALARM: 1. STANDARD: UL 753. 2. TYPE: MECHANICALLY OPERATED, WITH PELTON WHEEL. 3. ALARM GONG: CAST ALUMINUM WITH RED -ENAMEL FACTORY FINISH. 4. SIZE: 10-INCH DIAMETER. 5. COMPONENTS: SHAFT LENGTH, BEARINGS, AND SLEEVE TO SUIT WALL CONSTRUCTION. 6. INLET: NPS 3/4. 7. OUTLET: NPS 1 DRAIN CONNECTION. ELECTRICALLY OPERATED ALARM BELL: 1. TYPE: VIBRATING, METAL ALARM BELL. 2. SIZE: 8-INCH MINIMUM DIAMETER. 3. FINISH: RED -ENAMEL FACTORY FINISH, SUITABLE FOR OUTDOOR USE. WATER -FLOW INDICATORS: 1. STANDARD: UL 346. 2. WATER -FLOW DETECTOR: ELECTRICALLY SUPERVISED. 3. COMPONENTS: TWO SINGLE -POLE, DOUBLE -THROW CIRCUIT SWITCHES FOR ISOLATED ALARM AND AUXILIARY CONTACTS, 7 A, 125-V AC AND 0.25 A, 24-V DC; COMPLETE WITH FACTORY -SET, FIELD -ADJUSTABLE RETARD ELEMENT TO PREVENT FALSE SIGNALS AND TAMPERPROOF COVER THAT SENDS SIGNAL IF REMOVED. 4. TYPE: PADDLE OPERATED. 5. DESIGN INSTALLATION: HORIZONTAL OR VERTICAL. PRESSURE GAGES 1. SEE EDITING INSTRUCTION NO. 1 IN THE EVALUATIONS FOR CAUTIONS ABOUT NAMING MANUFACTURERS. SEE DIVISION 01 SECTION "PRODUCT REQUIREMENTS." 2. STANDARD: UL 393. 3. DIAL SIZE: 3-1/2- TO 4-1/2-INCH DIAMETER. 4. WATER SYSTEM PIPING GAUGE: INCLUDE 'WATER" OR "AIR/WATER"LABEL ON DIAL FACE. 5. PRESSURE RATING: 0 TO 250 PSIG MINIMUM. ALL FIRE PROTECTION WORK SHALL MEET ALL THE REQUIREMENTS OF THE "FLORIDA 2010 BUILDING CODE" AND FLORIDA FIRE PREVENTION CODE 2010. L STATE OF FLORIDA PROFESSIONAL ENGINEER MARK E. AWMILLER PE#53973 et MES Suite 203, mpa�FL 33609 813.289.4700 GROU Mark E. -hiller, PE # 53973 COA # 8304 Project # 2013577 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FL 33540 10/15/13 PERMIT SET Mark I Date Description Issue/Revision Revision Project ID 13D16 CAD File Name - Drawn By DKS Reviewed By MEA Plot Date: 00/00/00 Record Date: 00/00/00 Sheet Title FIRE PROTECTION DETAILS Drawing No. SCALE: NTS FP-5-1 5 11 3 2 1 1 2 3 5 UENE�AL ELECTRICAL SPECIFICATI(�)NS NATIONAL ELECTRICAL CODE 2008, NFPA 70, 101 AND PUBLICATIONS OF THE ORGANIZATIONS LISTED BELOW ARE REFERENCED HEREIN BY THE ABBREVIATIONS NOTED IN PARENTHESES, WITH OR WITHOUT ADDITIONAL IDENTIFYING SYMBOLS. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE MANUFACTURED, TESTED AND INSTALLED IN ACCORDANCE WITH THE LATEST ISSUES OF SUCH STANDARDS. 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). 2. UNDERWRITERS LABORATORIES, INC. (UL). 3. NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION (NEMA) 4. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE). 5. AMERICAN NATIONAL STANDARDS INSTITUTE, INC. (ANSI) 6. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). 7. FLORIDA BUILDING CODE ( FBC). 8. FLORIDA FIRE PREVENTION CODE (FFPC). B. SCOPE OF WORK PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR COMPLETE SAFE INSTALLATION IN CONFORMITY WITH ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION, INCLUDING TEMPORARY LIGHT AND POWER, CUTTING AND PATCHING. C. GUARANTEE: THE CONTRACTOR GUARANTEES BY THIS ACCEPTANCE OF THE CONTRACT THAT ALL WORK WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND/OR MATERIALS AND THAT ALL APPARATUS WILL DEVELOP CAPACITIES AC ES AND CHARACTERISTICS SPECIFIED. SHOULD ANY DEFECTS IN WORKMANSHIP, AND/OR MATERIALS REQUIRE REDESIGN OF WIRING OR ANY OTHER PARTS OF THE ELECTRICAL, MECHANICAL, PLUMBING, OR ARCHITECTURAL LAYOUT, ALL SUCH REDESIGN AND ALL NEW DRAWINGS AND DETAILING REQUIRED THEREOF SHALL, WITH THE APPROVAL OF THE ARCHITECT, BE PREPARED BY THE CONTRACTOR AT HIS OWN EXPENSE. D. DESIGN DOCUMENTS: ALL WORK IS DIAGRAMMATIC, ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO AVOID INTERFERENCES. THE DRAWINGS ARE NOT TO BE USED AS ERECTION DRAWINGS. THEY DO NOT INDICATE EVERY FITTING, PULL BOX, ETC, WHICH MAY BE REQUIRED TO COMPLETE THE JOB, PREPARE FIELD ERECTION DRAWINGS, AS REQUIRED, TO ENSURE A PROPER INSTALLATION. E. RACEWAYS. 1. ALL UNDERGROUND RACEWAYS TO BE PVC, INSIDE CONCRETE SLAB EMT WITH APPROVED SET SCREW FITTING, OR PVC. INSIDE PARTITIONS EMT. 2. LIQUID -TIGHT FLEXIBLE CONDUIT SHALL BE CONTINUES SINGLE STRIP, 1/2' EXCEPT AS NOTED OR REQUIRED FOR WIRING. 3. RIGID GALVANIZED STEEL CONDUIT OR RIGID NONMETALLIC CONDUIT (WHERE NO SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR ALL EXPOSED EXTERIOR LOCATION. C F. SUPPORTS: 1. SECURE RACEWAYS TO SUPPORT WITH PIPE STRAPS OR U- TS. PA SHALL BE 10 BOL SPACING NG S A FT. ON CENTERS FOR METALLIC CONDUIT. MOUNT SUPPORTS TO STRUCTURE WITH THE FOLLOWING: TOGGLE BOLTS ON HOLLOW MASONRY; EXPANSION SHIELDS OR INSERTS ON CONCRETE AND BRICK; MACHINE SCREWS ON METAL; WOOD SCREWS ON WOOD; OR NAILS, RAWL PLUGS OR WOOD PLUGS NOT PERMITTED. EXPOSED SUPPORTS SHALL RUN PARALLEL WITH OR AT RIGHT ANGLES TO WALLS. 2. PROPERLY SECURE ALL FLEXIBLE METAL CONDUIT. FITTINGS AND ACCESSORIES: RACEWAY FITTINGS: ELECTRICAL METALLIC TUBING SHALL BE SET SCREW TYPE. LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE ANGLE WEDGE TYPE, WITH INSULATED THROAT, BUSHINGS SHALL BE METALLIC INSULATED TYPE. H. 5QXES; JUNCTION, PULL, AND OUTLET BOXES SHALL BE GASKETED GALVANIZED SHEET STEEL WITH COVERS OF SCREW -ON TYPE EXCEPT AS NOTED. LOCATION SHALL BE AS NOTED WITH EASY ACCESSIBILITY. SECURE TO BUILDING STRUCTURE AND INSTALL CLEAR OF THE OTHER TRADES. SIZE AS REQUIRED BY NEC ARTICLE 370-18. ALL JUNCTION BOXES SHALL BE MINIMUM 2 1/8' DEPTH. 1. QONDUCTORS: 1. ALL WIRING SHALL BE A MINIMUM OF NO. 12. AWG, COPPER, SOLID NO. 10 AND SMALLER, STRANDED NO. 8 AND LARGER. CONDUCTORS S12E6 SHOWN ON PLANS ARE BASED ON COPPER AMPACITY VALUES. REGARDLESS OF THE SIZE INDICATED, IN NO CASE SHALL THEIR SIZE BE SMALLER THAN REQUIRED BY NEC. ALL WIRING SHALL BE COLOR CODED AS FOLLOWS: 120/208 VOLT --` 77�",-. VOLT GROUND PHASE A BLACK GREEN PHASE B RED - eRANGE- PHASE C BLUE GRAY NEUTRAL WHITE WHITE 2. ALL RACEWAYS SHALL CONTAIN AN EQUIPMENT GROUNDING CONDUCTOR, 3. ALL JUNCTION BOXES SHALL HAVE A GROUND PIGTAIL INSTALLED, DO NOT USE A GROUND CLIP. 4. ELECTRICAL SYSTEM GROUNDING CONDUCTOR SIZES SHALL NOT BE LESS THAN WHAT IS SHOWN ON THE DRAWINGS AND NOT LESS THAN REQUIRED BY NEC, WHICHEVER IS GREATER. J. INSULATION: CONDUCTORS SHALL HAVE 600 VOLT INSULATION IN ACCORDANCE WITH STANDARD ASTM COMPOUNDS AS LISTED BY NEC AND SHALL BE UL LISTED. TYPES THHN/THWN FOR GENERAL WIRING. TYPE USE FOR UNDERGROUND SERVICE. K HEIGHTS OF OUTLETS: FROM FINISHED FLOOR TO CENTERLINE OF OUTLETS, FOR: 1. RECEPTACLES: GENERAL- 18 IN. AFF OVER COUNTERS: 44 IN. AFF, (SEE ARCH. ELEVATIONS) 2. WALL SWITCHES 44 IN. AFF 3. EXCEPTIONS TO THE ABOVE DIMENSIONS WILL BE PERMITTED ONLY IF ONE OF THE FOLLOWINGS PERTAINS: AT JUNCTION AF DIFFERENT WALL FINISHED MATERIALS; ON BUILDING OR BREAK IN WALL SURFACE; SUBSEQUENT LOCATION IS VIOLATION OF CODE; OR AS NOTED OR DIRECTED. L ELECTRICAL DEVICES: NEMA WD 1, UL LISTED. 1. DUPLEX RECEPTACLES: 20 AMPS, 125 VOLT. 2. GROUND FAULT INTERRUPTER RECEPTACLES: HUBBELL GF-5362 OR EQUAL IV 3. SINGLE POLE TOGGLE SWITCHES: 20 AMPS, 12OV. M. ELECTRICAL DEVICE PLATES: DECORATIVE WHITE, SMOOTH LINED PLASTIC. N. OWNER FURNISHED AND INSTALLED EQUIPMENT: TELEPHONE MAIN FRAME AND SERVICE TO SYSTEM. O. GENERAL LABEL ALL CONDUIT, BOXES, SYSTEMS, CIRCUITS, ETC, WITH MAGIC MARKERS (EXAMPLE F/A, S, CIR2) P. MOLDED CASE CIRCUIT BREAKERS FOR PANEL BOARDS: 1. BREAKERS SHALL BE UL LISTED AND LABELED, IN ACCORDANCE WITH THE NEC, AS SHOWN ON THE DRAWINGS, AND AS SPECIFIED. Z CIRCUIT BREAKERS IN PANEL BOARDS SHALL BE BOLT ON TYPE ON PHASE BUS BAR OR BRANCH CIRCUIT BAR. 3. MOLDED CASE CIRCUIT BREAKERS FOR LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL BOARDS SHALL HAVE MINIMUM INTERRUPTING RATING AS INDICATED ON THE DRAWINGS BUT NOT LESS THAN: 25KAIC 4. MOLDED CASE CIRCUIT BREAKERS SHALL HAVE AUTOMATIC, TRIP FREE, NON ADJUSTABLE, INVERSE TIME AND INSTANTANEOUS MAGNETIC TRIPS FOR 100 AMPERE FRAME OR LESS. 5. BREAKER FEATURES SHALL BE AS FOLLOWS: a. A RUGGED,INTEGRAL HOUSING OF MOLDED INSULATING MATERIAL b. SILVER ALLOY CONTACTS. c. ARC QUENCHERS AND PHASE BARRIERS FOR EACH POLE all. QUICK -MAKE, QUICK -BREAK OPERATING MECHANISMS e. A TRIP ELEMENT FOR EACH POLE, THERMAL MAGNETIC TYPE WITH INSTANTANEOUS CHARACTERISTICS, A COMMON TRIP BAR FOR ALL POLES AND A SINGLE OPERATOR. f. ELECTRICALLY AND MECHANICALLY TRIP FREE. g. AN OPERATING HANDLE WHICH INDICATED ON, TRIPPED, AND OFF POSITIONS. h. LINE CONNECTIONS SHALL BE BOLTED. 1. INTERRUPTING RATING SHALL NOT BE LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT AVAILABLE AT THE LINE TERMINALS AS INDICATED ON THE DRAWINGS. j. AN OVERLOADED ON ONE POLE OF A MULTIPLE BREAKER SHALL AUTOMATICALLY CAUSE ALL THE POLES OF THE BREAKER TO OPEN. k ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE Q. DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE RATED 600 VOLTS AC, NEMA TYPE HD (HEAVY DUTY), QUICK -MAKE, QUICK -BREAK, HP -RATED, NON -FUSIBLE OR FUSIBLE CLASS 'RK1', IN NEMA TYPE 1 ENCLOSURE, LOCKA WITH NUMBER POLES AND AMPERAGE AS INDICATED ON ER OF O THE DRAWINGS. WHERE ENCLOSURE IS INDICATED WP (WEATHERPROOF), SWITCHES SHALL BE RAIN TIGHT NEMA TYPE 3R ENCLOSURE, LOCKABLE. MAXIMUM VOLTAGE, CURRENT AND HORSEPOWER RATING CLEARLY MARKED ON THE SWITCH ENCLOSURE. RA 1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY EXISTING JOB -SITE CONDITIONS DURING BIDDING PROCESS TO OBTAIN A CLEAR UNDERSTANDING OF THE SCOPE OF ELECTRICAL WORK INVOLVED. 2. ELECTRICAL CONTRACTOR MAY COMBINE MORE THAN THREE CURRENT-CARRING CONDUCTORS IN ONE CONDUIT FOR CONVENIENCE OF INSTALLATION. AS LONG AS PROVIDE ALL THE REQUIREMENT OF THE NEC ARTICLE 310-150)(2)(a). 3. ALL ELECTRICAL WORK SHOWN IS DIAGRAMMATIC. EXACT LOCATIONS ARE TO BE DETERMINED IN THE FIELD. 4. THE INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND ALL REQUIREMENTS OF THE LATEST EDITION OF THE N.E.C, OSHA, STATE AND LOCAL CODES. 5. MINIMUM WIRE, CONDUIT AND BREAKERS SHALL BE 3#12 AWG COPPER WIRE, 1/2' CONDUIT AND 20 AMP. SINGLE POLE BREAKERS UNLESS OTHERWISE NOTED. (TYPICAL) 6. ALL 120V CIRCUITS EXCEEDING 100', CONTRACTOR SHALL USE #10 AWG WIRE OR OTHERWISE NOTED. 7. ALL CONDUITS TO BE PROVIDED W/PULL STRING. 8. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL PLANS, CABINET ELEVATIONS AND DETAILS PRIOR TO ROUGH -IN FOR EXACT LOCATIONS OF ALL DEVICES. 19. REFER TO MECHANICAL PLANS FOR EXACT LOCATIONS AND POWER REQUIREMENTS PRIOR TO ROUGH -IN OF ALL EQUIPMENT, INCLUDING HVAC, FANS, WATER HEATER. NOTE: ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3.012 AND THE STATE FIRE MARSHALLS RULE. THIS LIST IS NOT INCLUSIVE OF ALL CODES AND STANDARDS THAT MAY OR MAY NOT APPLY TO THIS PROJECT. *FLORIDA BUILDING CODE (FBC) 2010 - ALL SECTIONS *FLORIDA ENERGY EFFICIENCY CODE - FBC 2010 FLORIDA ENERGY CODE SOFTWARE ENERGYGAUGE SUMMIT VERSION 4.00 *FLORIDA FIRE PREVENTION CODE 2010 *FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT (JANUARY 2010) AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS *FLORIDA ADMINISTRATION CODE 69A-48 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): *NFPA-70 (2008) NATIONAL ELECTRICAL CODE *NFPA-72 (2007) NATIONAL FIRE ALARM CODE *NFPA-90A (2009) STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS *NFPA-90B (2009) STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS AMERICAN SOCIETY OF HEATING. REFRIGERATION AND AIR CONDITIONING *ASHRAE GUIDELINE 4-2008 - PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS *ASHRAE STANDARD 621-2010 AND APPROVED ADDENDA - VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY *ASHRAE STANDARD 126-2000 - METHOD OF TESTING HVAC AIR DUCTS SEE MECHANICAL PLANS FOR EXACT LOCATION AND POWER REQUIREMENTS PRIOR TO ROUGH -IN OF ALL EQUIPMENT, INCLUDING RTUS, AHUS, CUS, FANS AND WATER HEATERS. ABBREVIATIONS1 AFF ABOVE FINISHED FLOOR AIC SYMMETRICAL AMPS INTERRUPTING CAPACITY ...... -............-- ECB ENCLOSE CIRCUIT BREAKER. EF EXHAUST FAN ..... _ ...... ..... ....... EG EQUIPMENT GROUNDING CONDUCTOR - ..... ..... ER EXISTING RELOCATED DEVICE. ..... ......................................................... ... ... EX EXISTING __ ..... - .............. FHPS FRACTIONAL HOSEPOWER STARTER _ ..... ---------- .. ... ------ __-------- - _..... GF GROUND FAULT CIRCUIT INTERRUPTER ....................... --- -- ----....__........_..._..---......._.................. .....__..._..--- - - MLO MAIN LUGS ONLY - - -............ ..-- MCB MAIN CIRCUIT BREAKER -----................. _.................... - ..._..--- NF NON- FUSED --- _ ._.... ...... ----- PNL PANEL TYP TYPICAL UON. UNLESS OTHERWISE NOTED WP WEATHER PROTECTED, WATERPROOF FIRE ALARM LEGENDI NOT ALL SYMBOLS USED THIS PROJECT ❑F PULL STATION WALL MOUNTED AT 44AFF. .......... ...... _... -- -- .......... __ _.._... - ......... STROBE LIGHT WALL MOUNTED AT 80' AFF, 75 CANDELA COMBINATION HORN/STROBE LIGHT WALL MOUNTED AT 80' AFF, 75 CANDELA ........ ........ ....... ❑ KNOX BOX FLUSH #4444 OR SURFACE #4414 WALL MOUNTED 60' A.F.F. KB ELECTRICAL CONTRACTOR FURNISHED AND INSTALLED DUCT SMOKE DETECTOR WITH AIR SAMPLING TUBE SIZED PER DUCT DIMENSIONS. .... ....._._.. - O SMOKE DETECTOR -PHOTOELECTRIC - CEILING MOUNTED S DUAL CONTACT TYPE AT ELEVATORS AND SHAFTS (2) - _ _...._ ----- - --- - - -- ---_.. - - _............ Q HEAT DETECTOR -FIXED TEMP. 135'- CEILING MOUNTED FACP FIRE ALARM CONTROL PANEL -SURFACE - SEE PLANS PROVIDE TVSS (SPD) SURGE PROTECTION ON PANEL ------ FF-A-A-1 FIRE ALARM REMOTE ANNUNCIATOR PANEL- FLUSH - SEE PLANS TOP 60' AFF.' FS ❑ FIRE ALARM FLOW SWITCH - SEE FIRE PROTECTION PLANS TS❑ FIRE ALARM TAMPER SWITCH- SEE FIRE PROTECTION PLANS �❑ FIRE DEPARTMENT KNOX BOX, CONNECT TO SECURITY SYSYTEM PROVIDED BY ELECTRICAL CONTRACTOR PROVIDE REMOTE CEILING TEST STATION ON ALL DUCT SMOKE DETECTORS THAT ARE NOT ACCESSIBLE OR VISIBLE FIRE ALARM SYSTEM SHALL BE MODIFIED FOR A COMPLETE SYSTEM. SUBMIT SIGN AND SEALED SHOP DRAWINGS TO LOCAL FIRE MARSHALL WITH FULL WIRING DIAGRAMS, BATTERY CALCULATIONS AND CUT SHEETS FOR APPROVAL PRIOR TO INSTALLATION. GENER4L NOTES: 1- CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL CEILING PLANS FOR EXACT LOCATION OF ALL FIXTURES PRIOR TO ROUGH -IN INCLUDING CASEWORK ELEVATIONS FOR MOUNTING HEIGHT OF DEVICES. (TYPICAL ALL FLOORS, ALL AREAS) 2- INSTALL ALL KITCHEN COUNTERTOP RECEPTACLES, LIGHT SWITCHES AND TELEPHONE OUTLETS AT 42' AFF. OR AS NOTED. VERIFY EXACT HEIGHT AND CLEARANCE REQUIREMENTS WITH CABINET SHOP DRAWINGS. 3- ALL 120V, 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS SHALL BE PROTECTED BY AFCI CIRCUIT BREAKERS AS REQUIRED BY NEC 210.12 4- ALL RECEPTACLES AT DWELLING UNIT SHALL BE TAMPER RESISTANT LISTED AS PER NEC 406.11. ALSO, ALL EXTERIOR RECEPTACLES SHALL BE WHEATER RESISTANT LISTED AS PER NEC 406R 5- ALL 120V, 20 AMP RECEPTACLES INSTALLED OUTSIDE OF THE DWELLING UNIT SHALL BE WEATHER RESISTANT LISTED AND GFCI 6- ALL DEVICES AND PLATES SHALL BE 'WHITE' IN COLOR 7- WALL MOUNTED RANGE RECEPTACLE - 250V, 50A. NEMA 14-50R. COORDINATE LOCATION AND REQUIREMENTS WITH SUPPLIER/INSTALLER 6- WALL MOUNTED DRYER RECEPTACLE - 250V, 30A. NEMA 14-30R COORDINATE LOCATION AND REQUIREMENTS WITH SUPPLIER/INSTALLER. 9- EACH TELEPHONE OUTLET SHALL HAVE (1) 4 PAIR 24 AWG, CAT 5E CABLE HOMERUN TO NTC' CABINET. 10- EACH TELEVISION OUTLET SHALL HAVE (1) RG6 QUAD SHIELD COAXIAL CABLE HOMERUN TO NTC' CABINET. 11 ALL SMOKE DETECTORS IN EACH UNIT SHALL BE LISTED FOR CEILING MOUNT AND PROVIDED WITH ALARM AND SHALL BE TANDEM CONNECTED. ACTIVATION OF ANY SMOKE DETECTOR IN THE UNIT SHALL SOUND THE ALARM OF EACH SMOKE DETECTOR THROUGHOUT THE UNIT. SMOKE DETECTORS SHALL BE BY GENTEX 9120 SERIES WITH ALARM POWERED BY 120 VAC AND BATTERY BACK-UP. SMOKE DETECTOR SHALL BE POWERED BY ARC FAULT INTERRUPTING CIRCUIT. 12.- ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. a- ADJUST BREAKERS AND WIRING PER MECHANICAL VENDOR SCHEDULES FOR AIR CONDITIONING UNIT. VERIFY MECHANICAL PLANS PRIOR TO ROUGH -IN AND ADJUST AS REQUIRED. 14- REFER TO RESPECTIVE UNIT HVAC LAYOUT FOR THERMOSTAT LOCATION AND PROVIDE FOR COMPLETE ELECTRICAL INSTALLATION ACCORDINGLY. 15- MOUNTING HEIGHTS OF DUPLEX RECEPTACLES, TOGGLE SWITCHES, THERMOSTATS, ETC, SHALL COMPLY WITH ALL ADA CODES. NOTE CONTRACTOR MAY ADJUST CIRCUITRY NUMBERING AS REQUIRED TO BE CONSISTANT IN ALL APARTMENTS. FOLLOW NEC CODE FOR RESIDENCE TYPE CONSTRUCTION. ELECTRICAL LEGEND NOT ALL SYMBOLS USED THIS PROJECT FOR ADDITIONAL SYMBOLS SEE PLANS 125V, DUPLEX RECEPTACLE, 18' AFF, 20A. .........-------- - - -..._. ....._... ..... -- -- - -- --- - ----- - -- _ _....... ................................... 125V, DUPLEX RECEPTACLE, ABOVE COUNTER OR AS NOTED, 20A. 125V, QUADRAPLEX RECEPTACLE, 18' AFF, 20A. ®® 125V, QUADRAPLEX RECEPTACLE, ABOVE COUNTER OR AS NOTED, 20A ...............`IY_.._. GF `A' 125V, GROUND FAULT INTERRUPTER, DUPLEX RECEPTACLE, 20A. ---._.-.. - _...... __ ----- - _ - ..__... _ _ ......... ......_...... ............... ...... GF/WP(p 125V, WEATHERPROOF, GROUND FAULT INTERRUPTER, DUPLEX RECEPTACLES, 20A. `1� 125V, DUPLEX RECEPTACLE, FLUSH FLOOR, 20A. WIREMOLD RACHET-PRO 881-AV3CTCBK OR EQUAL -- ............... - $ TOGGLE SWITCH 44 AFF, 20A 125V. ........ ...... _.. __ $a , 3-WAY TOGGLE SWITCH, 44' AFF, 20A, 125V 4-WAY TOGGLE SWITCH, 44' AFF, 20A, 125V. o DIMMER SIZE AS RE QUIRED FOR LOAD 44 AF.F 20A 125V $00 OCCUPANT SENSOR SWITCH, 44' AFF, 20A, 125V. DUAL TECHNOLOGY ........ _._..__.._ ._...... OCCUPANT SENSOR SWITCH, CEILING MOUNTED. ..... ®..............DUAL.._TECHNOLOCaY........ _... _._.. . JO CEILING OR WALL MOUNTED JUNCTION BOX WP WEATHERPROOF JUNCTION BOX NEMA 3R WW4 CEILING OUTLET LIGHTING, WALL WASHER, SEE FIXTURE SCHEDULE .......... _._ ..__...-_ _. _....... - .._.. WS F0 WALL OUTLET LIGHTING, SEE FIXTURE SCHEDULE - ._..... --- .._. -- .....- - DL CEILING OUTLET LIGHTING, SEE FIXTURE SCHEDULE ® FIXTURE, BATTERY, RECESSED MOUNTED SEE FIXTURE SCHEDULE CEILING FI RE, EMERGENCY BATTE , ®A CEILING FIXTURE, RECESSED MOUNTED, SEE FIXTURE SCHEDULE _ _...... --- ---- - -- --- -- - _-- ... _.... _ ._.._._. _.__................. ........................................ -- EX a EXIT EMERGENCY BATTERY LIGHT, SEE PLANS FOR DIRECTION ARROWS _................................................_..................._......................... _ .._ ........... -- ..... .... EX EB EXIT EMERGENCY BATTERY LIGHT AND BATTERY LIGHT EB 1at WALL FIXTURE, SURFACE MOUNTED, EMERGENCY BATTERY UNIT, SEE FIXTURE SCHEDULE -_. ._._...------- ......... .. - - ---- - TL�- CEILING OUTLET TRACK LIGHTING, SEE FIXTURE SCHEDULE ........... TELEPHONENOICE/DATA OUTLET, 18' AFF. W ABOVE CEILING (TYPICAL) PROVIDE INSULATED NYLON BUSHING ON END OF CONDUIT FOR PROTECTION OF WIRE PROVIDE PULL WIRE 3/4' CONDUIT STUBBED ABOVE CEILING. SEE DETAILS FOR ADDIONAL INFORMATION. ......................................... - - - - .._.._.-_ --- -.._ ._.._._. ......... ......... ......... . _.. _ TELEPHONE/VOICE/DATA OUTLET ABOVE COUNTERTOP 6 ABOVE CEILING PICA PROVIDE (TY L) INSULATED NYLON BUSHING ON END OF CONDUIT FOR PROTECTION OF WIRE PROVIDE PULL WIRE, ABOVE COUNTER OR AS NOTED 3/4' CONDUIT STUBBED ABOVE CEILING. SEE DETAILS 'LA' ELE TRI AL PANEL - DI TRI UTION 120/208/60/3 `MDP' ®I ELECTRICAL PANEL - DISTRIBUTION 120/208/60/3 ......... ... ... ._ __... - - - - WATER HEATER, SEE PLUMBING PLANS EXHAUST FAN, SEE MECHANICAL PLANS, FHPS STARTER/SWITCH i-� CONDUIT STUB OUT 6' INTO ACCESSIBLE SPACE, 3/4' MINIMUM, INSULATED BUSHING J INSULATED BUSHING AND PULL WIRE. BRANCH CIRCUIT CONCEALED ABOVE CEILING OR IN WALL SLASH MARKS INDICATE NUMBER OF CONDUCTORS, SHORT SLASHES INDICATE PHASE CONDUCTOR, SWITCH �Ea LEG OR TRAVELS. LONG SLASH INDICATES NEUTRAL CONDUCTOR. Z INDICATES j EQUIPMENT GROUND AND SLASH WITH DOT AT END INDICATES ISOLATED GROUND Tp.............. ................. .._.............. ......... ...._..... ..... - ................................................... INllol� C�NDUIT SIZE FOR ENTIRE PROJECT SHALL BE 3/4' TELEVISION OUTLET, 6' ABOVE CEILING (TYPICAL) PROVIDE INSULATED NYLON BUSHING ON V END OF CONDUIT FOR PROTECTION OF WIRE PROVIDE PULL WIRE 3/4 CONDUIT SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHT -- - - -.... ..._..... ._........ - - GENERAL NOTES: 1. MOUNTING HEIGHTS OF DUPLEX RECEPTACLES, TOGGLE SWITCHES, THERMOSTATS, ETC, SHALL COMPLY WITH ALL ADA CODES. 2, SEE ARCHITECTURAL CASEWORK ELEVATIONS PRIOR TO ROUGH -IN OF ALL DEVICES. CONTRACTOR IS RESPONSIBLE FOR THIS COORDINATION IN ALL AREA'S. 3. ALL DEVICES AND DEVICE PLATES SHALL BE 'WHITE' UNLESS OTHERWISE NOTED. DRAWING INDEX: NO: DESCRIPTION: E-1 LEGEND / NOTES / SPECIFICATIONS E-2 FIRST FLOOR PLAN - DEMOLITION E-3 FIRST FLOOR PLAN - LIGHTING E-4 FIRST FLOOR PLAN - POWER _.... E-5 FIRST FLOOR PLAN - SYSTEMS .._..................................... ....................... ._.._............................. E-6 ! EXISTING ELECTRICAL RISER DIAGRAM ........ - - - - E-7 ELECTRICAL PANELS AND DETAILS E-8 ELECTRICAL ENLARGED UNIT PLANS E-9 ELECTRICAL ENLARGED UNIT PLANS i i LEGEND NOTES SPECIFICATIONS SCALE : NONE r 0 0 / 8v'"i3 P A r f O 0 � C E N , • ° 4, ' 1, v • N0. 5290 ' STATE 4F IZ1 , /ON AL rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1130 Tampa, FL 33610 813 630 5508 (p) 813 630 5518 (1) (e-maip rojo@rojoarchitecture.com www, rojoarchitecture.com SEAL SHOWN IS VALID ONLY WITH EMBOSSED IMPRINT AND SIGNATURE sufte CONSULTING E Fowler Ova Tempe Fbft 3= ENGINEERING caia� ese-orae GROUP @ Y61�ZpNIBt INTEFMTIONAL www CEGI PROJECT NO. 13-340 OOA: ®-000T112 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FI 33540 THE COMMONS ON PRETTY POND - 10/15/13 PERMIT SET Mark Date Description Issue/Revision: Revision Project ID: 13016 Cad File Name: 13-340 Drawn By. James F. Kill, President Reviewed By. David D. Patton Jr., P.E., VP Plot Date: 08/30/13 Record Date: 08/30/13 Sheet Title: LEGEND NOTESI SPECIFICATIONS Scale: Drawing No. AS NOTED ON PLAN E-1 2 �i 5 1 1 2 1 3 1 4 1 5 7 D C B IA DEMOLITION NOTES I.- ALL DEMOLISHED ELECTRICAL DEVICE SHALL BE DEMOLISH ALL THE WAY BACK TO THE SOURCE, INCLUDING THE WIRING, CONDUITS AND SUPPORTS. IF THE CIRCUIT WILL BE REUSE, IT SHALL BE TERMINATE AT A JUNCTION BOX FOR FUTURE USE, COORDINATE WITH THE NEW ELECTRICAL AND FIRE ALARM PLANS. 14 2.- ALL LIGHTING FIXTURES IN DEMOLITION AREA SHALL BE REMOVED, CLEANED, RELAMPED AND STORED IN SAFE LOCATION UNTIL NEEDED FOR NEW CONSTRUCTION AREA. 14 I I I I I SCOPE OF PROJECT ELECTRICAL KEY NOTES: 10 EXISTING ELECTRICAL PANEL TO BE REMOVED (MODIFIED) AND RELOCATED (TYPICAL), 10 EXISTING FIRE ALARM CEILING SMOKE DETECTOR TO BE REMOVED AND RELOCATED (TYPICAU 2❑ EXISTING ELECTRICAL DATA HUB TO BE REMOVED AND RELOCATED (TYPICAU. F, 11 EXISTING FIRE ALARM PULL STATION TO BE REMOVED AND RELOCATED (TYPICAU ® EXISTING 'REZCARE' EMERGENCY PULL STATION TO BE REMOVED AND RELOCATED (TYPICAU. 12 EXISTING DUPLEX RECEPTACLE TO BE REMOVED AND RELOCATED (TYPICAU ® EXISTING 'OCCUPANCY SENSOR' TO BE REMOVED AND RELOCATED (TYPICAU, 13 EXISTING EXIT BATTERY LIGHT WALL TO BE REMOVED AND RELOCATED (TYPICAU ❑5 EXISTING FAN COIL UNIT - SEE MECHANICAL DEMOLITION. TO BE REMOVED. 14 SEE TYPICAL DEMOLITION UNIT PLAN. © EXISTING EXTERIOR LIGHT AND SWITCH TO REMAIN. 15 EXISTING LIGHTS TO BE REMOVED, CLEANED, RELAMPED AND REUSED. ❑7 EXISTING WALL SCONCE TO BE REMOVED AND RELOCATED (TYPICAL) 16 EXISTING LIGHT TO REMAIN. ® EXISTING CEILING SURFACE LIGHT TO BE REMOVED AND RELOCATED (TYPICAU 9❑ EXISTING FIRE ALARM SPEAKER/FLASHING STROBE TO BE REMOVED AND RELOCATED (TYPICAL) 17 ALL CIRCUITS NUMBERS WERE TAKEN FROM AS-BUILTS AND MUST BE FIELD VERIFIED. -LJ ENLARGED TYPICAL UNIT— DEMOLITION NORTH s�A� `7. EXISTPNIT__ ELECTRICAL KEY NOTES: ❑A EXISTING MAIN DISTRIBUTION SWITCH BOARD WDPB' © EXISTING DISTRIBUTION PANEL BOARD'HP1B' © EXISTING DISTRIBUTION PANEL BOARD 'HP1D' D❑ EXISTING DISTRIBUTION PANEL BOARD `HPSB' E❑ EXISTING TIOTIFIER' FIRE ALARM PANEL F❑ EXISTING MAIN TELEPHONE BOARD J�_ 7---C ELECTRICAL FIRST FLOOR PLAN — DEMOLITION NORTH sF"�E� 8 6 4 2 0 8' rojo A T T o. 520 �~ STATE OF 41f oR t O ?¢ N A�. rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1130 Tampa, FL 33610 813 630 5508 (p) 813 630 5518 (>) (e-mail) rojo@rojoarchitecture com www. rojoarch itecture. corn SEAL SHOWN IS VAUD ONLY WITH EMBOSSED IMPRINT AND SIGNATURE CONSULTING 1oa E Fowler Ave ski" Zoo ENGINEERING TWK Hoot 3= (M) e30-OM GROUP oegtalmpe @ whruret INTERNATIONAL WWW. ggWTVi.= CEGI PROJECT NO. 13-340 COA.° El-0OO7712 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FI 33540 - 10/15/13 PERMIT SET Mark Date Description Issue/Revision: Revision Project ID: 13016 Cad File Name: 13-340 Drawn By. James F. Kill, President Reviewed By. David D. Patton Jr., P.E., VP Plot Date: 08/30/13 Record Date: 08/30/13 Sheet Title: FIRST FLOOR PLAN DEMU00"LIT101"N'9%1 Scale: AS NOTED ON PLAN Drawing No. E=2 3 a r 2 3 1 4 1 5 D I - I_ RUN 3#10-V/II C. F- ti I. - I NEW FIXTURE TO MATCH ®Q ON LIFE SAFETY PANEL WS 0 -_ Y i. I E3 IA EXISTING LSMP-21 VIA PHOTO CONTROL AND CONTACTOR ON LIFE SAFETY PANEL 0 EXIST. i CONNECT TC� EXIST. LIFE SAFETY PANEL CIRCUIT THI$ C� LS2-16 0 FIXTURE SCHEDULE: 0 EXISTING CEILING FIXTURE RELOCATED CL BUDGET: $ 100.00, IF REQUIRED NEW b EXISTING WALL SCONCE RELOCATED ws BUDGET: $ 100,00, IF REQUIRED NEW 6 EXISTING VANITY LIGHT RELOCATED vL BUDGET: $ 100.00, IF REQUIRED NEW 1­9 NEW EMERGENCY BATTERY EXIT LIGHT TO MATCH EXISTING Ex2 SURFACE EDGE -LIT EQUAL TO: COOPER CAT. NO. REU-S-A-18-R SINGLE FACE COOPER CAT. NO. REU-S-A-28-R DOUBLE FACE ® NEW RECESSED DOWN LIGHT COOPER CAT. NO. E7T-C-32W TTT DIMMING BALLAST 0 NEW SURFACE MOUNTED PENDANT FIXTURE (CHOOSEN BY ARCHITECT) 200 WATT MAXIMUM BUDGET: $ 500.00 sP NEW SURFACE MOUNTED BAR PENDANT FIXTURE (CHOOSEN BY ARCHITECT) 25 WATT MAXIMUM BUDGET: $ 100.00 CODED NOTES: 1❑ RELOCATED EXIT LIGHT. RECONNECT TO EXISTING CIRCUIT. ❑2 EXISTING CEILING FIXTURE RELOCATED AND CONNECTED TO EXISTING CIRCUIT. SEE DEMOLITION PLAN. CIRCUITS LS213-1 AND LS2B-16 (LIFE SAFETY) FROM AS-BU I LTS. 0 EXISTING WALL SCONCE FIXTURE RELOCATED AND CONNECTED TO EXISTING CIRCUIT. SEE DEMOLITION PLAN. CIRCUITS LS213-1 AND LS213-16 (LIFE SAFETY) FROM AS-BU I LTS. ® RELOCATED OCCUPANCY SENSOR. SEE DEMOLITION PLANS. s❑ NEW BATTERY EXIT LIGHT TO MATCH. © 1/2° WITH 3#12 TO WALL DIMMER. TO EXISTING LIFE SAFETY PANEL LS213. PROVIDE 20/1 CIRCUIT BREAKER IN EXISTING ON SECOND FLOOR ® 600 WATT DIMMER MINIMUM, SIZE FOR LOAD. FIRST FLOOR FLOOR PLAN—L oR,SCALE IGHTING rojo j- o PAr� r � `'``nisi•• �,� v . No. 5 909 Q STATE OF �1 rojo Architecture AA 0002952 5701 E, Hillsborough Avenue Suite 1 130 Tampa, FL 33610 813 630 5508 (p) 813 630 5518 (fl (e-mail) rojo@rojoarchitecture.com www. roj oarch itecture. com SEAL SHOWN IS VAUD ONLY WITH EMBOSSED IMPRINT AND SIGNATURE CONSULTING ion E Fowler Ave. Ou" moo ENGINEERING Tempe, Pal& s9812 CROUP mee»e-ors coop p ve&oluret INTERNATIONAL WwwaligW111111VU011171111 CEGI PROJECT NO. 13-340 00k I®-=7712 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FI 33540 S�A49 THE COMMONS ON PRETTY POND 10/15/13 PERMIT SET Mark Date Description Issue/Revision: Revision Project ID: 13016 Cad File Name: 13-340 Drawn By. James F. Kill, President Reviewed By. David D. Patton Jr., P.E., VP Plot Date: 08/30/13 Record Date: 08/30/13 Sheet Title: FLOOR PLAN LIGHTING Scale: AS NOTED ON PLAN Drawing No. E=3 2 3 N 5 1 1 2 3 1 4 1 5 B 1A i is I Lww" V L.IM%l N_ V NORTH SCALE : 8 6 4 2 0 8' 1/8"=1'-0" 1 CORRIDOR CORRIDOR : EXIST FIXTURE SURFACE MOUNTED ELEC EQUAL TO: COOPER WP232 PANELS .. .............. ......... . . .... . ................ i - - ----- ...... ............ .......... $4 C124 (E MAKE CONNECT TO NEW vl \il� EXHAUST FAN AND CONNECT 0 0 TIE INTO EXIST. TO LIGHTING CIRCUIT CIRCUIT THIS AREA EXIST Y SEE MECHANICAL PLANS km Z� SECOND FLOOR DEMO NORIII FLOOR PLAN-ELECTR. SCALE : D ICAL SECO NORT, I FLOO SCALE : 1/4"=V-0" AND FLOOR NEW R PLAN -ELECTRICAL WATER HEATE C124A FWkI6 LS2A-20 LAUNDRY C127 EF FHF5 LS2A-20 �0 WER FIRST FLOOR FLOOR PLAN -POWER SCALE 1/4"=V-0" rojo rojo Architecture AA 0002952 5701 E, Hillsborough Avenue Suite 1130 Tampa, FL 33610 813 630 5508 (p) 813 630 5518 (f) (e-mail) rojo@rojoarchitecture.com www.rojoarc ec ure.com 0 No. 52909 0 % % 4f STATE OF l 0 N A el SEAL SHOWN IS VAUD ONLY WITH EMBOSSED IMPRINT AND SIGNATURE CONSULTING too I- FowlerAva aufte soo ENGINEERING Tempe, Fa* (so 111111110-0m UP cigilml pa @ Vuhnumm, NTEFNIATIONAL WWWA91111111TIP111=11 CEGI PROJECT NO. 13-340 00A. 83-0007M THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, F1 33540 S:Aug THE COMMONS ON PRETTY POND 1 513 PERMIT SET Mark Date Description Issue/Revision: Revision Project ID: 13016 Cad File Name: 13-340 Drawn By. James F. Kill, President Reviewed By. David D. Patton Jr., P.E., VP Plot Date: 08/30/13 Record Date: 08/30/13 Sheet Title: FLOOR PLAN POWER Scale: AS NOTED ON PLAN Drawing No. E-4 2 3 4 1 5 1 2 3 A 5 D _ f —x �1 ❑2 22 a 4 o .. B A 1❑ ®o 6 li 6 III I II, 6 '„c 6 I 8 8 8 I.......... .... FIRE ALARM SYSTEM SHALL BE MODIFIED FOR A COMPLETE SYSTEM. SUBMIT SIGN AND SEALED SHOP DRAWINGS TO LOCAL FIRE MARSHAH WITH FULL WIRING DIAGRAMS, BATTERY CALCULATIONS AND CUT SHEETS FOR APPROVAL PRIOR TO INSTALLATION. a r. A 3 si 7 a Fil 0 UNIT 1 BF. 6 s I 0 I -- - ..-. ' A --- I I�LW ta .. _ \ , , LU /JCL A 1 ( 2 I 3 I 4 I CODED NOTES: t❑ RECONNECT TO EXISTING FIRE ALARM SYSTEM REMOVED BY DEMOLITION. ❑2 NEW FIRE ALARM DEVICE CONNECT TO EXISTING FIRE ALARM SYSTEM. 3❑ NEW FIRE ALARM MINI —STROBE. ® 3/4" CONDUIT TYPICAL 0 NEW MAGNETIC DOOR HOLDERS. © CONTRACTOR SHALL RELOCATE 13 °REZCARE° BATH ROOM PULL STAIONS AND ADD 6 ADDITION MATCHING DEVICES. CONTRACTOR SHALL WIRE AND MODIFY EXISTING SYSTEM AS REQUIRED. F7_1 CONTRACTOR SHALL RELOCATE 13 DATA HUBS AND ADD 6 OR AS REQUIRED, ADDITION MATCHING DEVICES. CONTRACTOR SHALL WIRE AND MODIFY EXISTING SYSTEM AS REQUIRED. ® CONTRACTOR SHALL RELOCATE 13 SMOKE DETECTORS AND ADD 10 OR AS REQUIRED. ADDITION MATCHING DEVICES. CONTRACTOR SHALL WIRE AND MODIFY EXISTING SYSTEM AS REQUIRED. s❑ NEW EMERGENCY CALL. MATCH EXISTING AND WIRE AS REQUIRED. ADJUST MAIN CONTROL PANEL AS REQU I ED. FIRST FLOOR ki-11 FLOOR PLAN-SYS SCALEI ". AL IFN I F1 : 6 - 2 0 0 ' 5 TEMS rojo rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1130 Tampa, FL 33610 813 630 5508 (p) 813 630 5518 (f) (e-mail) rojo@rojoarchitecture.com www.rojoarchitecture.com F �O p No. 52909 , Uj STATE OF °FOR I SEAL SHOWN IS VAUD -` ONLY WITH EMBOSSED IMPRINT AND SIGNATURE CONSULTING104 E ir-o� Ave. aar. soo ENGINEERING Tempo, Igo* 39612 GROUP tam Sae -ogee oeptampe @ vetkMM INTERNATIONAL WWW.C99WMPL00111 CEGI PROJECT NO.13-340 OOA: EB-0007712 !�Aug THE COMMONS ON PRETTY POND 10/15/13 PERMIT SET Mark I Date Description Issue/Revision: Revision Project ID: 13016 Cad File Name: 13-340 Drawn By. James F. Kill, President Reviewed By. David D. Patton Jr., P.E., VP Plot Date: 08/30/13 Record Date: 08/30/13 Sheet Title: FLOOR PLAN SYSTEMS Scale: AS NOTED ON PLAN Drawing No. E=5 1 2 3 4 � 5 d C ROOF THIRD FLOOR SECOND FLOOR a NEW NEW "154" 100 AMPS 100 AMPS MCB MCB a 26.00 AMPS 26.00 AMPS P RISER CODED NOTES: EXISTING UNIT PANEL BOARD TO BE REMOVED AND PROTECTED TO BE REUSED. CIRCUIT BREAKERS WILL BE ADJUSTED PER PANEL BOARD SCHEDULE. PROVIDE NEW TYPED PANEL CARDS. ADD OR REMOVE CIRCUIT BREAKERS AS REQUIRED. PANEL WAS GIVEN NEW IDENTIFICATION AND MAY BE ADJUSTED IN FIELD AS REQUIRED. ❑2 EXISTING CONDUIT AND WIRE TO BE REMOVED. RUN NEW CONDUIT AND WIRE TO RELOCATED WALL. 3 # 1/0, 1 # 6 GND. 1-1/2" CONDUIT (135 AMPACITY, ALUMINUM) ❑3 NEW SUB -LUG PANEL BOARD. ® NEW 3 # 1/0, 1 # 6 GND, 1-1/2" CONDUIT (135 AMPACITY, ALUMINUM) DEMAND LOAD ANALYSIS UNIT 'TYPICAL DUSTING APARTMENT' GENERAL LIGHTING LOAD 1E00 SQ Fr. x 9 VA/SQ. Fr. = 9800 VA SMALL APPLIANCE CIRCUITS 2 x =0 VA = 3,000 VA LAUNDRY CIRCUIT N/A VA (WASHER) SUB TOTAL; 8000 VA 1O RANGE N/A VA AIR CONDITIONING (HEAT) 1,700 VA SUB TOTAL' %700 VA 0 CLOTHES DRYER: N/A VA OTHER APPLIANCES RANG 8p00 VA DISHWASHER N/A VA GARBAGE DISPOSAL No VA WATER HEATER N/A VA SUB TOTAL' WO VA 0 TOTAL' Q + 20 + ®= 18200 VA DEMAND LOAD AIR CONDITIONING %700 VA OTHER LOADS: U 00 VA x 0.7 DF 10,150 VA TOTAL DEMAND LOAD: 1%W VA 11�60 VA 49 AMPS X 9 =%7 AMPS SERVICE LOAD 240 V = 49 AMPS 147 AMPS X 70 = 102 MAPS VOLTAGE DROP SUMMARY: POINT: POINT: DISTANCE: VOLTAGE ►Sj[8; POWER FACTOR: WIRE SIZE: VOLTAGE DROP: MAIN SWITCHBOARD!!, PANEL 328 180'-0' (LONGEST) 240/1 11B5 9096 P/0 13 96 ........ ... 78.00 AMPS X .70 = 55 AMPS TO EXISTING "MDPB" SWITCH BOARD PROVIDE NEW ® 125/2 CIRCUIT BREAKER NEW NEW NEW "152" "151" "150" 100 AMPS 100 AMPS 100 AMPS MCB MCB MCB 3❑ 26.00 AMPS 26.00 AMP-7111 A -- FIRST FLOOR 52.00 AMPS TO EXISTING "MDPB" SWITCH BOARD PROVIDE NEW 125/2 CIRCUIT BREAKER NEW "139" 100 AMPS MCB LOUNGE F311 26.00 AMPS 7822 AMPS 600 f'\I IF\..i F I 1 � , I I i �' c_ v' C l — \� I S� p L C' G!C U��� ��u ' rf\ _S rV U 0 A Y/vl � t\l C;1 � Cs( i ' �•n� .J.j MC Vf-5 i .......... .......... ....... Ii I P❑ ❑2 i P❑ �❑2 ❑2 ! I C...,�. �J ( \I._i i... ! ,. �_; I [,f a. :..._.X �_, ,f l ! :.. %�\ ,_,� .,.a I .., \ .l.� fl2 ''-•IJ I)i♦ " 11 �� �� /1• I\ fl i-` ��fz\;'J �� �' ' r f/ ' J,(,�-� i. .-1 IV•r i IV.' I I-100 C ►F2 I 10 I to I Io I t o I Io ........ I I I I I 122.60 AMP TO EXISTING "MDPB" SWITCH BOARD PROVIDE NEW 125/2 CIRCUIT BREAKER NEW "138" 100 AMPS MCB LOUNGE 3❑ 44.38 AMPS r.-... -/n, \ :\fir- I \•f C I- 3 ! i ' M (_ B I I I G I STI( EXISTING I F—EXISTING] I EXISTING ( EXISTING I 100 AMPS I I 100 AMP911 S I I 100 A" PSI I 100 AMPS I 1100 AMPS I 100AMPSM MCB I MCB I MCB I MCB I MCB MCB o f l o l I o I l o l l l o l l l o l NEW 155 I NEW 156 I NEW 157 I NEW 158 NEW 141 NEW 142 a I TEI I To I To To To J_ I L EXISTING 1 EXISTIN7G F_EXISTING 1 �XISTING 1 I �EXISTINJ� �XISTING "127" "125" I 0123" I 0121" I "117" I "114" 100 AMPS I I 1100 AMPS I I 100 AMPS I 1100 AMPS I I 100 AMPS I I 100 AMPS CB C C MC C MC B MCB I B I MCB MCB I M l o I l EllI l ElI t ElII l o I t o N 14 NEW 145 I NEW 144 NEW #149 J �EW #14� I L NEW #147� �EW # � I � # � � # T a 1� �o a I TEi �o I o I -�+ -- — —� Z _---_ — I III II I I III — ---- _j ------------ >I� LI�I 1 ►I� .. -- - __- 124.00 AMPS X .70 — 87.00 AMPS k \ E f l, 125 2 125 2 125 2 R" B i I �. EXI STI NG l��,000C125/2 1,'` O O O CIRCUIT f`v'--�.)/'I (')000 \'';'" s VlC; 3 THREE NEW BREAKER ',��I8;rr'j CIRCUIT I (TYPICAL) BREAKERS 13 RISERS I I TO MATCH i I i _.... J - -- _- --- ` - - ...--- - ...-- - - l -- - --- -� ........ ................ .. .................. .................. _ _ EXISTING 2" CONDUIT WITH 3 # 1/0, 1#6GND. (150 AMPACITY) (TYPICAL) ❑2 26.00 AMPS rl EXISTING 1t 100 AMPS El —fl NEW #143 EXI ST I NG FEEDER CABLE SPLICE (TYPICAL) EXISTING 2" CONDUIT WITH 3 # 1/0, 1 # 6 GND, (150 AMPACITY) (TYPICAL) ❑2 EXISTING ELECTRICAL RISER DIAGRAM SCALE : NONE ro 0 ci No. 52909 Ar Q STATE OF f1! ,AS :/ rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1130 Tampa, FL 33610 813 630 5508 (p) 813 630 5518 (1) (e-mail) rojo@rojoarchitecture.com www.rojoarchitecture.com SEAL SHOWN IS VAUD ONLY WITH EMBOSSED IMPRINT AND SIGNATURE CONSULTING au" sm 104 I-rrbwbr Ave. T00% FW& 39812 ENGINEERING � e®e-orae GROUP rog Np a vertzaulet NVTEFMT K MAL 11vYY M91I81111PLOOM CEGI PROJECT NO. 13-340 COk ®-OOOT1'12 r THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FI 33540 09 THE COMMONS ON PRETTY POND 10/15/13 PERMIT SET Mark Date Description Issue/Revision: Revision Project ID: 13016 Cad File Name: 13-340 Drawn By. James F. Kill, President Reviewed By. David D. Patton Jr., P.E., VP Plot Date: 08/30/13 Record Date: 08/30/13 Sheet Title: EXISTING ELECTRICAL RISER Scale: AS NOTED ON PLAN Drawing No. E 6 2 3 5 0 r. TYP. UNIT 1A ENLARGED PLAN TYP. UNIT 16 ENLARGED PLAN NORTH SCALE : 1 0 1 2 3 7' 1 /4"=1'-0" B IUD 01 TYP. UNIT 4 ENLARGED PLAN SCALE 1 0 1 2 3 7' 1 /4"=1'-0" CODED NOTES: NORTH ❑ FLUSH JUNCTION BOX FOR FUTURE FAN. PROVIDE SUPPORT AS REQUIRED. F NEW FIRE ALARM MINI-STROBE/HORN. 7'-0" A.F.F. SEE PLANS FOR NEW DEVICES AND EXTEND WIRING AS REQUIRED. A EXISTING SMOKE DETECTOR RELOCATED. SEE PLANS FOR NEW DEVICES AND EXTEND WIRING AS REQUIRED. ® PREWIRE TV OR TELEPHONE TO HUB AS REQUIRED TO MATCH. SEE PLANS FOR NEW DEVICES AND EXTEND WIRING AS REQUIRED. 0 EXTEND WIRING TO EXISTING FIRE ALARM SYSTEM AS REQUIRED IN 1/2" CONDUIT. SEE PLANS FOR NEW DEVICES AND EXTEND WIRING AS REQUIRED. © EXISTING HUB RELOCATED. PREWIRE AS REQUIRED TO MATCH. RECEPTACLE AT 7'-0" SEE PLANS FOR NEW DEVICES AND EXTEND WIRING AS REQUIRED. NORTH EF-1 3❑ TYP. UNIT 2 ENLARGED PLAN SCALE NORTH 9 UNIT 5A 143 TYP. UNIT 5A ENLARGED PLAN SCALE ; 1 0 1 2 3 7' NORTH ❑7 EXISTING EMERGENCY PULL CORD RELOCATED. PREWIRE AS REQUIRED TO MATCH. SEE PLANS FOR NEW DEVICES AND EXTEND WIRING AS REQUIRED. ® EXISTING LIGHT AND SWITCH TO REMAIN. s❑ ALL RECEPTACLES IN BEDROOMS, LIVING ROOMS, HALLWAY SHALL BE "ARC FAULT" TYPE PER NEC. 10 PROVIDE 30/2 FUSED DISCONNECT, FRN—R, FUSE SIZE PER MANUFACTURER. 5-11 COORDINATE WITH PLUMBING VENT AND WATER. FIRE ALARM SYSTEM SHALL BE MODIFIED FOR A COMPLETE SYSTEM. SUBMIT SIGN AND SEALED SHOP DRAWINGS TO LOCAL FIRE MARSHALL WITH FULL WIRING DIAGRAMS, BATTERY CALCULATIONS AND CUT SHEETS FOR APPROVAL PRIOR TO INSTALLATION. TYP. UNIT 3 ENLARGED PLAN NORTH TYP. UNIT 56 ENLARGED PLAN SCALE : 1 0 1 2 3 7' 1 /4"=1'-0" ® SURFACE MOUNTED HALLWAY LIGHT (SEE DEMOLITION) NORTH SURFACE MOUNTED VANITY LIGHT (SEE DEMOLITION) ® SURFACE MOUNTED BATH ROOM LIGHT (SEE DEMOLITION) RECESSED EXHAUST FAN - SEE MECHANICAL PLANS. 4P SWITCHED RECEPTACLE - SEE NOTE ARC FAULT TYPE T RECEPTACLE - SEE NOTE ARC FAULT TYPE GF(p RECEPTACLE — GROUND FAULT TYPE $ SWITCH $- THREE WAY SWITCH rojo rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1130 Tampa, FL 33610 813 630 5508 (p) 813 630 5518 (f) (e-mail) rojo@rojoarchitecture,com www.rojoarchitecture.com ly P A %R� a'10 N" GEtyT,y o No. 52 0 *CC1 fl STATE OF 0 SEAL SHOWN IS VALID \`\r.I,Z' ;�..�� 5'S'�,�.. ONLY WITH EMBOSSED IMPRINT AND SIGNATURE mo CONSULTING � aE IFoAve. ye. soo ENGINEERING Tempe, PO& GROUP0"MOM09Qb1" Q YaH1tA m W EI1IATIONAL WWWA119 81P8.00111 CEGI PROJECT NO. 13-340 00A: lIB-0007M THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FI 33540 S�Aug THE COMMONS ON PRETTY POND 10/15/13 PERMIT SET Mark Date Description Issue/Revision: Revision Project ID: 13016 Cad File Name: 13-340 Drawn By. James F. Kill, President Reviewed By. David D. Patton Jr., P.E., VP Plot Date: 08/30/13 Record Date: 08/30/13 Sheet Title: ELECTRICAL ENLARGED UNIT PLANS Scale: AS NOTED ON PLAN Drawing No. E=8 1 I 2 I 3 I 4 I 5 1 1 2 1 3 1 4 1 5 D IB IA ' I , ...... , 158 138 J 141 I 0a CV CL i 0 138 17— AHU-8 t_--_i[ fl 138 138 •I 138 ! ................... ...... . ... . .. ....... ............. ....... . . I TYP. LOUNGE A ENLARGED PLAN -POWER klr_lr'N�11 1VLJ1` 1 n SCALE : 1 0 1 2 3 7' 1 /4"=1'-0" HU 139 9❑ - 11 GF GIT DI P�; rn CL 139 co LL 2 147 139 139 SEE MECHANICAL PLANS FOR EXACT LOCATION OF ALL EQUIPMENT (TYPICAL) T Ill(PE LOUNGE B ENLARGED PLAN - POWER 114um 1 n SCALE 1 0 1 2 3 7' 1 /4"=l'-0" FIRST FLOOR K11710-ru PANEL BOARD LOCATIONS PLAN -POWER SCALE : 8 6 4 2 0 8' 1 /8"=1'-0" 4 5 ■ rojo rojo Architecture AA 0002952 5701 E. Hillsborough Avenue Suite 1130 Tampa, FL 33610 813 630 5508 (p) 813 630 5518 (1) (e-mail) rojo@rojoarchitecture.com www. rojoarch itecture.com No. 52909 41�1� o ° STAM OF i _° \ °�•ON A SEAL SHOWN IS VAUD ONLY WITH EMBOSSED IMPRINT AND SIGNATURE CONSULTING 10'� E Fowler Ave. Tempo, Pawl93812 ENGINEERING (so eoe-ores GROUP a Y6t¢pu* Kn3MMONAL YVYVWalloy"M11 CEGI PROJECT NO.13-340 COk EB-0007712 THE COMMONS ON PRETTY POND 38130 Pretty Pond Road Zephyrhills, FI 33540 349 THE COMMONS ON PRETTY POND UFACTURER. .� - 10/15/13 PERMIT SET Mark I Date Description Issue/Revision: Revision Project ID: 13016 Cad File Name: 13-340 Drawn By. James F. Kill, President Reviewed By. David D. Patton Jr., P.E., VP Plot Date: 08/30/13 Record Date: 08/30/13 Sheet Title: ELECTRICAL ENLARGED UNIT PLANS Scale: AS NOTED ON PLAN Drawing No. E=9 1 I 2 I 3