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Z:� ,�.;..�.. t�1t*.`c�itJ�.a...s, �' V�,�cM.+-r•'1-� ��r� g�,'tc<calCC>~, Cc�MM�,NClNG.. ' P Ft�E� *Tb MkMok elx mil'_ ", Lmjrl , zvti•t �'�uT, SOUTH ELEVATION I/4p= I' tti I T ALICE HALL COMMUNITY CENTER EX IST t A U E yp , ��ov�. C X tom-- �..a-t M . �s . w,�,lt�t5c:�'"E , c7�y'Pra.3 J'T"�. H•�RtI�� #=Xss�"1N�.. x 1'�T': ►NTE„�?.l�i+:k,, t7C�'i�*5._ - "i'1���'.�/ .: � to !8 j 2 3 � � y u � .._.•—' _ .,.. .i4 N � 1 !S M 7-9 i S �S !� �'£',. t .i '� ' 3 /it , FOYER �. � 2j YQj WOMEN MEN i 4. t ENTER & cWI Mr�,i. lc . a k _ 1 qJ Y 7•t'� j � ,� � % il%yg • S s' I Z. k 4�-ca 1�a1_ it s�$r -I, 4-'Na" FIMR PLAN SCALE 1/4 •1 z s a • 1 1 �s' s r i DRAWN `rr- CK D "ice DATE SCALE JOB NO j IDS SHEE VII •¢ 0F SHEDS A F 41201 B � CD M W M �a N M m cc d a* J W a o Z w� Z QU W Ww m J � Q a 3 v W � Q rn J Z ... W C4 1 Z N tip p QDN W o o) M OJ)-°° a N a. — Z Z M 252 �- a a 0 to t�'! Q .J J . 'J0 cn - Q � 0 s x W 0. ILV PI)x w mi 1�1 O W pC N d m► � r� fi DRAWN CHECKED DATE c i SCALE JOB NO SHEET Now HEFTS A F 41 201 B s - REVISIONS DATE M to W _ OD ti a co N _ M as a Q .J J w a cj Z ; Z � J U. W a tJ) Lu _J Q ® U W � Of Q J i t J z N co to CID Q = ca .J J IL O r �- 4L w W tit mi c w Ix m w DRAWN CHECKED DATE SCALE aT� JOB NO 0 SQ d 7 SHEET i 5OF SHEETS G< <ER;1. SPECIFICATIONS: i DIVISION 1 - GENERAL IA. Specifications are general in sc ope, use only those sections which apply to this project; relative to plans and details. 1B. All work shall conform with requirements of the Standard Building code; South Fla. Building Code; Local Building and Zoning Codes; and all other Local, State, and Federal Codes (with latest editions with revisions and amendments) applicable to this project. The above are "Specification" type codes and set minimum standards if not superseded on plans and specs. 1C. A.I.A. Document No. A201 or (1976) "General Conditions of the Con- tract for Construction" shall also become a part of this project by reference. (Copy Attached) 1D.. Contractor shall guarantee the work, including equipment, materials and labor to be free from defects for a period of one (1) year from date of acceptance by Architect and Owner, and he shall promptly repair and/or replace any failures or defects which occur from normal use during the one year period w/out additional cost to owner. 1L. Contractor shall furnish all labor, materials, tools, equipment, appliance, transportation, scaffolding, services, supervision, and shall perform all operations as required to properly lock and key - complete the construction of the project as entitled and in accor- dance with the drawings and the specifications, and all other con- tract documents, except as otherwise noted. IF. Contractor shall carry (in force during entire construction) all insurance as required by the State of Florida (workmen's Comp. for all employees), etc. Also Contractors and Sub -Contractors shall indemnify and hold -harmless the Owner, Architect and Engineers for any personal or property damages arising from, this project. 1G. lotations referenced to Contractor shall also refer to Sub-Contrac- ;ors where separate sub -contracts are negotiated. 1H. substitutions will be considered by architect after full data sub- :,.ission and review of product with difference in price. Substitu- tions allowed upon 1,_rchitect approval in writing only. Jr. 1--llowances for the following iten.s shall be included in the contract. tr:aterials only - installation shall be in base contract) Owner re serves right to provide iterr:s directly to the site. Adjustment to contract shall be made relative to actual expenditures. =R- opp%N►- F I zw wft. IN 25%%M t _�:.L-.=_.FxL.va'iZ �rt�+.►tJscca'['I:�.:'�L'r'/``..t'" : __ DIVI5IUN 2 - SITE40RK 2A. Contractor shall visit site to familiarize himself with existing conditions, become responsible for the work relative to these con- ditions, and repair at his expense to original condition any damage caused by their work. 2B. Grade earth to elevations shown on drawings. Provide drainage swales as required by plans and municipality involved. 2C. Soil bearing capacity design based on minimum 2,500 PSF. if lesser amount is encountered or suspected notify Architect. vihere com- pacted fill is required compact in Max. 8" layers to Min. 2,500 PSF bearing capacity. Submit standard Proctor test reports to certify above -at min. 95% density. Compact bottom of all footings with two complete passes of a vibratory sled type compactor before placing forms or reinforcing steel. 2D. Provide underground utility work as required by Code and Municipality. 2Z. Asphalt paving shall conform to Asphalt Institute Type IV Specifi- cations 1" thick (dense grades). Furnish certification of same. Base course (6 inches after compaction) shall be limerock material compacted to min. 95% density. Fitch to drain per plans without low spots. DIVISION 3 - CONCRETE 3A. All concrete work shall be done in accordance with provisions of "Building Code requirements for reinforced concrete, ACI 318 (including lastest amendments)". 31-. Minimum ultimate strength of concrete shall be 3,000 PSI at 28 days. 3C. Minimum of (1) test per each (50) cubic yards shall be provided by Contractor in accordance with ASTM C-39. (5) copies of each test report shall be submitted to Architect. 3D. Reinforcing steel shall conform to requirements ASTM A-615, grade 60. Submit (5) copies of shop drawings to Architect for approval prior to fabrication. 3Z. Welded wire fabric shall conform to ASTM A-185. 3F. Protect all concrete work a minimum 7 days after placing. DIVISION 4 - MASONRY 4A. Hollow concrete masonry units shall conform to requirements of Speci- fications for hollow load -bearing concrete masonry units ASTM C-9011. 4B. Face brick shall conform to ASTh: C-216, grade SW, type FBS, color and texture as selected by Architect. 4C. Mortar shall be type M (2,500 PSI at 28 days). 4D. i-recast concrete lintels shall be minimum 8" wide with height and steel reinforcing as required. Lintels to bear on masonry a minimum of 8" each end. ZrHAd._L tDE. �T c_tL-L' 1 MA.T #f F? tST GotvT'!«C.'Tb7e; Sti7�J.l_ 5u?SMtT" 1 � 8t.oc.lG__ 'Tb � IN'R= �oho�Et., .M�TZt-h 'CJtW= • T+i .asERlNG� .. .Wt�. �'nt� �tNb�,•t1;.:1i'._�.. K, ::.._ DIVISION 5 - METALS 51-. Structural metal (steel) framing shall conform to requirements of ASTM A-36, and American Institute of Steel Construction manual. 5b. welding electrodes shall be E-70xx. welding shall be done in accor- dance with "Structural welding Code" of The American Welding Society. DIVISION 6 - WOOD AND PLASTICS 6A. Wood rr;err,bers design and quality shall conform to requirements of chapter 17 of "Standard Building Code" or other applicable codes (applicable editions). Species and grade as noted on drawings. 6B. All lumber shall be air dried and well seasoned unless otherwise specified on plans. Wood framing, blocking, furring, nailers, grounds and cants-=#2 common LL pine or construction grade Douglas Fir, with minimum of 1,200 F stress rating. Any wood in contact with concrete shall be pressure treated with approved wood pre- servative. Exposed wood framing, beams, rafters, decking, etc. shall be .western Red Cedar, rough sawn, commercial grade unless otherwise specified on plans. Interior wood trim to be no. 1 Pine or Clear Fir, or Architect approved equal. Verify type and grade woodwork relative to paint or stain finish. (Architect's option)_ 6C. Furnish and install all items of finished woodwork shown on the plans, including laminated plastic covered cabinets etc. ::ach item shall be complete as detailed with all parts necessary for proper function and service. 6:--. Cabinets shall be of plywood or particle board main construction, with exterior covered with laminated plastic (Formica brand or equal) and interior with sprayed lacquer paint finish. Colors shall be selected by Architect from. standard selection boards. Hardware shall be selected in the same manner. Lacquer finish natural wood and cabinets if noted on plans - Birch or equal. 6E. Provide pre-fab. wood trusses as noted on drawings. Provide (6) copies of shop drawings, details, and roof framing plans signed and sealed by Registered Florida Engineer. 6F. Submit (6) copies of millwork shop drawings to Architect for ap- proval. DIVISION 7 - THERMAL AND MOISTURE PROTE.'CTION 7A. Cedar Shake Roofing shall be installed in accordance with the spe- cifications of Red Cedar Shingle and Handsplit Shake Bureau. 7B. Built-up gravel finish roof shall be 20 year bondable type installed in accordance with Barrett (or approved equal) specifications. 7C. Colored cement tile roofing shall be "Empire Tile" by Cement Roofing Inc., Tampa, FL. Submit samples to Architect for color approval. 7D. Composition shingle finish roofing shall be installed in accordance with manufacturers specifications for a 15 year bondable roof. See plans for type and manufacturer. (Verify color with Architect). 7E. Sealant/caulking to be "General Electric" silicone sealant or Archi- tect approved equal. Caulk all joints exposed to weather adjacent to interior spaces. Color to be selected by Architect. 7F. Wall insulation to be full thickness fiberglas as manufactured by "Johns -Manville" or Architect approved equal. R-Value per plans. DIVISION 8 - DOORS AND WINDOWS 8A.. 400d doors (except front entrance door) shall be Beech Face Veneer type for stain finishing or painting. Provide owners with "Standard Door Guarantee of the National wood Manufacturers Association (I.W.M.A.) and meet requirements of CS 171. Provide fire rated doors as re- quired by code. 8B. Finish hardware: (See Allowance Items - Division 1) SC. Metal windows shall be aluminum frame mill finish or painted as in- dicated on window schedule as manufactured by Harcar Window Corp., Sanford, Florida. Provide glass; thickness per code; insulate and or solar treatment as indicated on schedule, sizes as indicated on drawings. 4indows shall meet requirements of "Architectural Alum- inum Manufacturers Association (A.A.M.A.)". 8D. Mood Windows shall be as manufactured by Pella, to sizes and details as indicated on plans. Color as selected by Architect. 8Z, Aluminum storefront doors and storefronts shall be as manufactured by NA1-zzt Al Pr.6-d uc-L s_.- cTt- .1. _ 7cx�r c--I-1---be- "M" medium stile type with following hardware, maximum security locks, flush bolts, ball bearing butts, standard push bars and pull handles. S Storefronts shall be 1 3/4" X 4" flush frame system complete with thresholds and required accessories and adjustable sidelight base. All aluminum t_g_�e CC=>� 1N1iNfSr�- Polished plate glass to meet all applicable codes. 8F. Metal doors and frames to be standard type and sizes as manufactured Architect approved equal. Frames and trim 18 Ga. to 3 feet wide; 16 Ga. above 3 feet wide. Provide three anchors per jamb. Provide hardware as required. Provide rubber door silencers on strike side of frames. Grout frames solid at masonry walls. Doors up to 1-3/4 inch thick flush type to have 16 Ga. framing with 18 Ga. skins, insulated. Provide fire rated doors and frames as required by code. 8G. Wood Sectional Upward Acting Doors shall be as manufactured by drawings." to sizes and details shown on 8H. Steel Sectional, upward acting doors shall be by Overhead Door Corp- oration. Sections rolled of 24 gauge (424 series), Zinc -coated steel, prime painted both sides with 2" deep channel -shaped end stiles with door. See door schedule for sizes. 81. Redwood Jalousie Windows shall be 3/4" X 4�" Redwood Louvered Jal- ousie Windows manufactured by Universal Metal Products, or approved equal. Include 14/18 charcoal gray fiberglass screens with each unit. Finish: Electrostatic painted bronze color metal frames. 8J. Provide 26 Ga. galvanized metal flashing at all window and door heads (erood frame construction). I 8K. Wood Panelized doors shall be as manufactured by C.E. Morgan, Inc. Oshkosh, Wisconsin, or Architect approved equal. 8L. Mirrors shall be 4" thick polished plate mirror glass as manufac- tured by Pittsburgh Plate Glass Industries, Inc. Mount securely in accordance with Manufacturers instructions, and only after all other construction work is completed. DIVISION 9 - FINISHES 9A. Gypsum wallboard (drywall) shall be as manufactured by "United States Gypsum Company" (or Architect approved equal). Install in complete accordance with manufacturers instructions. Provide fire rating as required by code and plans. 9B. Carpet and Pad: (See Allowance Items - Division 1) 9C. Ceramic tile wall material shall be standard color 4?i inch X 44 inch glazed tile. Ceramic tile floor material shall be standard color 2 inch X 2 inch matte finish. Matching trim and accessories shall be provided. Manufacturer shall be "American -Olean" or F.rchitect approved equal. Color as selected by Architect. in- stallation shall be thin set method. All work shall be in accor- dance with "Tile Council of America" standards. 9D. Vinyl Lsbestos tile shall be as manufactured by "Armstrong Co." (or Architect approved equal). Size to be 12 inch X 12 inch X 3/32 inch thick in standard colors. Install in strict compliance to manufacturers specifications. 4 inch hgt. vinyl base to be sup- plied same as above. Color and pattern to be selected by Architect. 9::. wood Parquet flooring: (See Allowance Items - Division 1). 9F. Marble Tile Flooring: (See Allowance Items - Division 1). 9G. Clay Tile Flooring: (See Allowance Items - Division 1). 9H. Painting shall be as follows: 1. GENERAL: All surfaces must be clean, dry, and prepared for the specific paint system to be used, according to substrate, as here- in specified. Such preparation and application must be in accord- ance with label instructions on each product specified. (On metal steel structure painting council SSPC procedures are to be used. All cleaned metal surfaces must be primed immediately). Products are to be used without reduction, unless otherwise stated on the label. Colors are to be selected by Architect from the Sherwin- Williams Beau Monde color system. All paint, primer, stain, etc. shall be manufactured by "The Sherwin-Williams Company" (or Archi- tect approved equal). 2. 1NTERIOR DRYWALL: All surfaces shall be smooth, clean, dry, and free from dust. Flat Finish - Latex Base: 1st coat - S4 PC Fast-Dri Latex Primer, B45 W3 2nd coat - S.d PC Quali-Kote Latex, B45 series 3. METAL: NON GALVANIZED: Door Frames, Trim, etc., shall be clean- ed free of mill scale, rust, and foreign matter by (1) sandblasting, (2) flame cleaning, (3) wire brushing, or (4) scraping, (SSPC), unless factory primed. Grease shall be removed with a solvent. Loose and scaling paint shall be scraped and wire brushed to sound metal. Dust and dirt shall be removed by dry brushing or air blast prior to painting. No paint shall be applied over a damp or frost- ed surface, or when temperature is below 500 F. Flat Finish - Alkyd Base 1st coat - SW PC Kromik Metal Primer, S41 N1 2nd coat - S4 PC Quali-Graft Alkyd Zg-Shel, B 47 series. 4. DOORS AND WOOD TRIM: All surfaces of doors shall be sanded smooth, with the grain, never across it. Surface blemishes shall be corrected, and the room cleaned of dust, before proceeding with the .finishing coats. Znamel and Varnish finishes shall be lightly sanded between coats to a smooth finish. INTERIOR DOORS AND WOOD TRIM: 1st coat - SW PC wood Filler Primer A. 55 T4 2nd coat - SW PC Int. Wood Stain Series A 48 5. &XTERIOR WOOD SIDING AND TRIM: Allwood to be dry and -clean. A. STAINED WOODWORK 1st coat - Olympic semi -transparent stain 2nd coat - Olympic semi -transparent stain B . PAINTED WOODWORK 1st coat - S4 PC hi -level undercoater, B46W31 2nd coat - SW PC hi -level gloss paint, B4644 3rd coat - SW PC hi -level gloss paint, B46w4 6. rD(TERIOR STUCCO AND CONCRETE: All surfaces to be dry and clean. Flat Finish ,- Latex Base ist coat - S4 PC Block -Tex B 42 wl 2nd coat - SW hi -level ext. latex paint B42 series 3rd coat - SW hi -level ext. latex paint B42 series 7. Owner shall have option of painted or stained wood finishes. 8. See plans for special paint/stain finish notes. �411= � $ Lr, I i r'i �.� piZ L` X TIEV . oiZ. T8 13 E c Li�R7 Q C? S�►CI�- G - -Goc . '-NoMT-J.=' Q W .T"ER_ S EAt_ .., TO . NO. NX-rGT- Sd comr-�T _ (V=-Al F:y NO GA1.0WX_ A� 'GM+cc*t 15y �tFiZ IN"R��de�RESrRco,MS. Z) G � Suspended Acoustical Tile Ceilings shall be "Axm trong' Fire Guard No. 896 Fissured Design 24" X 24" X 5/8" lay -in panels in correspond- ing white metal grid system, as manufactured -by- or Architect a roved, `ua'l . 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