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Home My WebLink About3798 Medical Arts CtSi mpson Farms C)fficeFtenovation A, PPR WE ,pith cc►nimert- __o •ide(. wi+" 4f, (9 _ I RENOVATION / REMEDIATION PLANS Premier Community Healthcare Group, Inc. 37944 Medical Arts Ct. Zephyrhills FL 33541 �� . �� Lli.i SI•� A'�\�1L LJ L. CODE DATA: CODE SUMMARY: SCHEDULE OF DRAWINGS: OCCUPANCY CLASSIFICATION: GROUP B 01 - FLORIDA BUILDING CODE 2004 EDITION B1 - ELEVATION /ROOF PLANS Professional services (architects, WITH 2O05 , 2006 & 2007 SUPPLEMENTS attorneys, dentists, physicians, 02 - FLORIDA MECHANICAL CODE, 2004 EDITION B2A - AS -BUILT /DEMO PLAN engineers, etc.) 03 - FLORIDA PLUMBING CODE, 2004 EDITION B2B - FLOOR PLAN TYPE OF CONSTRUCTION: TYPE III 04 - FLORIDA ELECTRIC CODE, 2005 EDITION S1- FOUNDATION &PLUMBING RISER 05 - FLORIDA ENERGY CODE, 2004 EDITION 06 - THE FLORIDA FIRE PREVENTION CODE, 2004 EDITION S2A&B - DETAILS NUMBER OF STORIES: � WHICH INCLUDES THE 2003 EDITIONS OF THE N.F.P.A. #1 FIRE PREVENTION CODE HC1 &2 - HANDICAPPED DETAILS BUILDING MATERIAL: CONCRETE BLOCK 07 - NFPA 101, LIFE SAFETY CODE, 2003 EDITION E1 - REFLECTED CEILING PLAN /LIGHTING PLAN 08 - FLORIDA ACCESSIBILITY CODE FOR BUILDING 1 of - PRODUCT APPROVAL INFORMATION BUILDING HEIGHT: 18.5' CONSTRUCTION, 2004 EDITION SUMMARY: FBC 2004 EDITION (WITH 2O05 & 2006 SUPPLEMENTS) UNLESS OTHERWISE NOTED) Drafting /Design Firm: :�l TornPr §tonr Besign (6roup, .3nr.=Y Eph. 2:20 11911 SO. CURLEY STREET (SUITE 4) SAN ANTONIO, FL. 33576 352)-588-3336 Contact: Edward P. Tafelski Engineer: T.L. Hanson & Associates Consulting Engineers 37327 Church Ave. Dade City, FI. 33523 (352) 521-5848 Contact: T. L. 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CQ A � � Q w A W U 0 � L d � 0- N O � � ILI o U w IL � � O z � w Q� I.L PROJECT NO. 2 00S — 0S DWG N0. B 2 4 -------------------_-_-_--- t- LL 0 (Y i- Z 0 Z X W I I I I I L Exam Rm, Oro II'-3"x 9'-0" 10'-0" CLG. II'-5 1/2" Exam Rm. �E M I1'-3"x 8'-9" CP 10'-0" CLG. `� Exam Rm. #-, 1�I ip II'-3"x 8'-9" 10'-0" CLG. Exam Rm. 03 CLG. II'-5 1/2" Exam Rm. $$2 II'-3"x 9'-O" 10'-O" CLG. II'-5 1/2" T -� i _n T� II I i II _ _ _ ___ ___ __ II I ---------- ----------------------------------- --Z=---------------------t-----___ � - ------------ _ -____-----------------------------�----------------- _-----tT------ __---------------- ----� ------------------------------- ------ ---- -- ----- � L_ - ------ __ ---- --- r -- -- I I1- 0 TT- r I I I I I I I I T r_ �T IF�,�] I I I I w L J1 I OLProcedure-------- I I ut, i II II I0' II I �� ExamDr. Office Ktchen I I Doctors Off. Doctors Off. 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CLG. 11III1 I1III ItI LOW WHITE SINK 4'-41/2�--n 2'- 11/2"' " I I I I �� II I III �� I I /" III n2: / I I I I I I \ I I f�L -- ,'-0" 11'-10 1/4" I I 1 F`\ II'-10 1/4" I8'-6 3/4" 1 // I I I III \ I I I I ------------� I I I 0 II 2PH I Ili„�_--= m 3PH 3PH 3PH-----------------J 3P --J J-----------------J L--- J L-----------� L------- 8- 4'-I 3/4" S'-� I/2" 13'-4 1/2" \ 13'-4 1/2" rn 9'-I" 10'-1 3/4" r-T--'� I 11 2 Exam rp 2PH 2'-5 1/2" 3'-2"� 2'-1 1/2" ih 6'-le it II" 3'-0" 3'-5 I/2" 0 5 w i " , I 8'-8 x ,'-4 I I 10'-0" CLG. 3� = I 0 I 7P" 6' I I 3PH I I 3PH , I I I I I �._.� I 3PH I 30 - I I I I I I I 1 I L----------� I I I I( 11 I I I I 1 1 I I PH _ I I I I LL I I I I r �_=�--- I , I L J I I I I 10 I , I I I I I �__� ,( I L--------L-------I I Med i a l Records a Medical Records 1 I I I I I I r----r -----� M I I- °I L---- I I I I I I I 11 II 0 1 I I Dr. Office � 12'1�0" 0'- 12'-10"x 10 , I Lab I I Med. Rm. ---- I I I I I , 1 1 1 I 1 , ,I 10'-0" CLG. , lr - I I L = J , I 11 1 x 8'-6 eferra Is I ; 8'-8"x 5'-8" P , 9-II"x 5'-8" ; W I, 1 I I I I I I I 1__-� III 1, 1 1 I I I ,---- 111 11 1 10'-0" GLG. I = I , , 10'CLG. , W I L_ J I L--- � I I I 8'-3 x V-6 , I L __ 10'-O�GLG.---J W Bath Li� I I I I I I IL LL_ 8'-8"x 1'-4" 1 I `^ I I I I I / 3 10'-0" CLG. I I I'-S 1/2" 6'-10" 13'-4 1/2" 13'-4 1/2" 9'-I" 2'-4" 1'-5 3/4" I I I I I I -12-" 36r I I I1 II1I �m - 24 J 0 0 e.p O 7------- ---- -- \--\ \�-1 - - - - - - - - - - - Site Manager 9----------- �II1 III t2., Waiting Rmit upu L--------- r I I 0 36" 1 I I I 10'-0" GLG. 7'-� x 9'-0 °' 3PH , 28 , 1 I I J rm 1 I I 1'la a cu (Au I I 7r Exam 3 I I I 1 " v 0--------- I I 10f'-0-O"" CLG. � '�P-k Front Of f i c - � 26'-4"x 9'-," _ 1 I I I I 10'-0" CLG. III II At 1 1 I I _H R(33.) / - L J 1----L------J I - -----� 3'-103/4" 3-9" 3'-2" 5'-5" 2'-11/24,_0-61/16" 4'-0"------------3PH IrI------rr,11 I---�/_� Exam 2 I I 2PH m m 0 I I \ II Oil II III 1 / LL6'-8"x 1'-3"�L,, III 1 cJtOFa 6 2PH 10'-0" CLG. 1 II , Sick Rm. III II 9'-0"x 5'-8" I I ��_ 10'-0" CLG. I Patient Bath I - 0 0 3'-2 I/2" -3 II/I6" 19'-8 I/I6" -3 II/16" 3'-2 I/I 3'-0" 8'-1 II/16" I I - I I 11 I I F = _ _ _�----------------- ---------------- L I I 8 0 3PH 3PH N11 M- -----------JExam Rrn. #1 BH Visiting Paces Fa Il UJaltln �, ---------------14'- 0"x 9'-0" i; 8'-I II/I6" , 1 I I I T10'-0"x9'-0"= 8'-0"x 9'-0" 8'-0"x 9'-0" - I0'-0" GLG. wa I t I ng ,fired __ I I Pod. I I I I � _ _ - - II I 10'-0" CLG. 10'-0" GLG. N I I 14'-10"x 9'-0" `� I Odd• uJor�Cup I I I L--====�I I I GLG. I I 10'-0 CLG. I L - - - III I I cr m m New orn 11 S'-0 x 8'-, Exam l II I 10'-5" Q' 8'-5" 8'-5" 15'-4 I/4" I 1 0 33'-10 1/2" .9 ,'-0"x 6'-0" --- 10' 0" CLG. I I I I I 8-8"x �'-5" born', 10'-0" GLG. I I I 1 1 I I 8'-8"x V-1" I I- � I I I 10'-0" GLG. I II I' I----r---� I I 0 I I 0 I I I I I L J I I F--=-7 I I I I 0 3PH I I 3PH 1 1 I I I I I I 1' ,, 11 O _- ____ ____ L _ I I I I I I I J I I L-�k-------------�---- ---- PN ______ _ ________ ___ _ ____ ____ _ _____ _ ----------------------------------------- -- -- --- --- - --- - -- --- -- - ------ ----------- --- -- --- 1L--- - ---- -- - LL - - - - - - ----1 _ A_ L_ L __ 1- I _-=7 --------- - -- -- 5'-1 1/2" 5'-9" - I ■ ■ v 5'-5 I/2" 5'-4" 5'-5 1/2" I ■ ■ I 5'-1 I/2" 45'-4" L_J ■ � L_J ,q� I6" CMU COLUMN I6" GMU COLUMN 1.9'-2 1/2" LI'-4" L II'-4 1/2" Ll'-4" L28'-4 I/4" L * J Ib'-3" L 4 J 1/2" - J 50'-II 2406.3 Hazardous locations. The following shall be considered specific hazardous locations requiring safety glazing materials: I. Glazing in swinging doors except jalousies (see Section 2406.3.1). 2. Glazing in Fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in unframed swinging doors. 5. Glazing in 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 exposed edge of the glazing is less than ro0 inches (1524 mm) above a standing surface. 6. Glazing in an individual Fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch (610 mm) arc or either vertical edge of the door In a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface. Exceptions: 1. Panels where there is an intervening wall or other permanent barrier between the door and glazing. 2. Where access through the door is to a closet or storage area 3 feet (S14 mm) or less in depth. Glazing in this application shall comply with Section 2406.3, Item 1. 3. Glazing in walls perpendicular to the plane of the door in a closed position, other than the wall towards which the door swings when opened, in one- and two -Family dwellings or within dwelling units in Group R-2. 1. Glazing in an individual fixed or operable panel, other than in those locations described in preceding Items 5 and 6, which meets all of the Following conditions: I.I. Exposed area of an individual pane greater than 9 square feet (0.84 m2)± 1.2. Exposed bottom edge less than 18 inches (451 mm) above the Floor 1.3. Exposed top edge greater than 36 inches (S14 mm) above the f loor t and 1.4. One or more walking surface(s) within 36 inches (S14 mm) horizontally of the plane of the glazing. Exception: Safety glazing For Item 1 is not required For the following installations: 1. A protective bar I? inches (38 mm) or more in height, capable of withstanding a horizontal load of 50 pounds pif C130 N/m) without contacting the glass, is installed on the accessible sides of the glazing 34 inches to 38 inches (864 mm to 965 mm) above the Floor. 2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge of the glass Is 25 Feet C1620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.18 rad) surface adjacent to the glass exterior. 0 2' 4' 8. Glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface. 9. Glazing in walls and Fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following conditions are present- S.I. The bottom edge of the glazing on the pool or spa side is less than (oO inches (1524 mm) above a walking surface on the pool or spa side of the glazingt and 9.2. The glazing is within 60 inches (1524 mm) horizontally of the water's edge of a swimming pool or spa. 10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surfacet when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane of the adjacent walking surface. 11, Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the tread. Exception: Safety glazing For item 10 or II is not required For the Following installations where: I. The side of a stairway, landing or ramp which has a guardrail or handrail, including balusters or in -fill panels, complying with the provisions of Sections 1012 and 1601.1± and 2. The plane of the glass is greater than 18 inches (451 mm) from the railing. 2406.3.1 Exceptions: The following products, materials and uses shall not be considered specific hazardous locations: 1. Openings in doors through which a 3-inch (16 mm) sphere is unable to pass. 2. Decorative glass in Section 2406.3, Item I, 6 or 1. 3. Glazing materials used as curved glazed panels in revolving doors. 4. Commercial refrigerated cabinet glazed doors. 5. Glass -block panels complying with Section 2101.2.5. 6. Louvered windows and Jalousies complying with the requirements of Section 2403.5. 1. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 2406.4 Fire department access panels. Fire department glass access panels shall be of tempered glass. For insulating glass units, all panes shall be tempered glass N __ F L O O R PLAN DOOR - ROUGH OPENiNcs CHART FRAME OPENING TYPE OF OPENING (Rough Opening) HORIZONTAL I VERTICAL HI I FIRE -HUNG(PH) GALL SIZE +2" 82" DOUBLE DOOR CALL SIZE +2" 82" SIDE LIGHT CALL SiZE 52" Q CASED: (Pre -hung) BI-FOLD CALL SIZE +2" 81" U B I PASS W POCKET DOOR DOUBLE CALL 8311 SIZE +2" } ASONRY OPENINGS CALL SIZE +4" 82" FOR DOORS WRAP:(Gyp. lod.) CALL - - _ BI-FOLD SIZE +1-1/4" 81-1/2" - BI-PASS RECESS AT SGD SLIDING GLASS DR. CALL SIZE 8011 POCKET CALL SIZE -I" 80" (pocket) CALL SiZE +I" WINDOWS 0) • ALL MANUF. VARY, SEE WINDOW CHARTS PROVIDED *NOTE: THE ABOVE DOOR CHART FITS MOST DOOR MANUFACTURERS DOORS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOCUMENTATION PROVIDED WITH SPECIFIC DOOR MANUFACTURER. UNiT *1 - A.G. SPACE: UNIT #2 - A.C. SPACE: UNiT #3 - A.C. SPACE: TOTAL - A.C. SPACE: COV. ENTRY'5: TOTAL: LEGEND 1450 5F 1450 SF 2 9OO SF 5a00 5F 114 5F 5S14 5F DOOR SIZE FEET (HGT. (o'-8" UNLESS NOTED OTHERWISE) DOOR SIZE INCHES 0 PH PRE -HUNG (PH) or WRAP (W) or POCKET (PKT) WINDOW SIZE 34 SH Q FRAME WALL r - - - EXISTING WALL J • TiE MAX BOLTS a 6'-0" O.C. t 12" FROM ANY COMER PRAM INCH NOTES: ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED CENTER OF THE STUD UNLESS NOTED OTHERWISE. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE STUD OR FACE OF BLOCK (AS APPROPRIATE) WHICH LINES WITH THE FOUNDATION BELOW. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB. FELT BARRIER. SEE SHEETS - 51, 82 AND ADDITIONAL "S" 5HEET5 FOR ADDITIONAL STRUCTURAL DETAILS / NOTES SECTION R602 WOOD WALL FRAMING R602.1 Identification. Load -bearing dimension lumber for studs, plates and headers shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certification Of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. R602.1.1 End- jointed lumber. Approved end -,jointed lumber identified by a grade mark conforming to Section R602.1 may be used interchangeably with solid -sawn members OF the same species and grade. R602.1.2 Structural glued laminated timbers. Glued laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D 3131. Ro02.2 Grade. Studs shall be a minimum No. 3, standard or stud grade lumber. Exception: Bearing studs not supporting Floors and nonbearing studs may be utility grade lumber, provided the studs are spaced in accordance with Table R602.3(5). U c Q.. 0 0 L C� c rn .N 0 0 G 0 V) L c L 0 U OD O O 04 0 L LJ Q U) Z O V) W IX 406 00 m E 0) U a co 3 cn 8 N r �' mE N U v Wa a = m 3 a f- � N 0. 2 S m 6 Q J W Z Q CID M N t..► M N I I CV N ko M �. A A �wE� W44cad WA�I> cl) RP qW") WAoW Q44�Q a I c4`4q� V w C�2 C\2 Q w A w Q� U t� S J 0 N Z Z W o U W I ff Z O 0 A ILL W = V L Q) nQ� 0_ PROJECT NO. 2 005 - 08 DWG N0. 2 B - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L.---------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J -------------------------------------------------------------------------- L----------------------- I F- � I I -- -- - _ I I I I I I --J I I III ------------------------------------- F___� I I I I I _J L------------------------------------- ; I I I I I I I I I I I I I I I I I --------------------------- ---------------------------------------------------------------------- ------i r--- I I _ I I I I I I L■_■J � `J I I I I L��J 9'-2 1/2" -411 11'-4 1/2" 9EN 28'-4 1/4" THE BUILDER SHALL VERIFY THAT THE FOUNDATION BEARING SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. IF A LESS SOIL BEARING CAPACITY EXISTS, OBTAIN THE ENGINEER'S RESPONSE BEFORE POURING FOUNDATION FOOTING, AS FOUNDATION REVISIONS WILL BE REQUIRED . RISER 4" i I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I i I I L - J L J 16'-3" LI1_4" 3'x3'x 12" DEEP, 3000 P.S.I, CONCRETE THICKENED SLAB FOOTING w/5 REBAR EACH WAY * 12" O.C. ,.-; I I IFOUNDAT ION. 1816. 1 Termite protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction, See Section 202, Registered Termiticide. Upon completion of the application of the termite protective treatment, a certificate of compliance shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." 1816. 1. 1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, bockfilling and compaction is complete. 1816. 1. 2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. 1816. 1. 3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment, 1816. 1. 4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 millimeter vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. Any work, including placement of reinforcing steel, done of ter chemical treatment until the concrete floor is poured, sholI be done in such manner as to avoid penetrating or disturbing treated soil. 31x31x 12" DEEP, 3000 P.S.I. CONCRETE THICKENED SLAB FOOTING w/5 REBAR EACH WAY 0 12" O.C. PLAN 1816. 1. 5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, tc enhance vertical penetration of the chemicals. 1816. 1, 6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. 1816. 1. 7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections 1816. 1. 1 through 1816. 1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of five years from the issue of the certificate of occupancy shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. 1816. 1. 8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections 1816.1. 1 through 1816. 1. 6 do not apply. Application of the wood treatment termiticide shall be as required by label directions for use, and must be completed prior to final building approval. 1816.2 Penetration. Protective sleeves around metallic piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing materials and, if soil treatment is used for subterranean termite protection, shall receive application of a termiticide in annular space between sleeve and pipe. 50' - II 1/2 " EN INEEIR'S NOTES 0.) ALL WORK TO BE DONE ACCORDING TO 2004 FLORIDA BUILDING CODES WITH 2005, 2006 t 2001 SUPPLEMENTS. (2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. (3.) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. (4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS. (5.) CONCRETE : MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 28 DAYS. ALL U CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.671. SPECIFICATION C-S4. ALL CONCRETE MODULAR UNITS SHALL HAVE A COMPRESSIVE STRENGTH OF IWO PSI WITH TYPE M OR S MORTAR, 2000 PSI. 0 (6.) SLAB ON FILL INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH. p, (I.) LUMBER 1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. 0a� 2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW 0 AGENCY. Ln 4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED. 5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN N LUMBER STANDARD PS 20- 10. C 6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19 0 OR LESS AT THE TIME OF INSTALLATION. U (8.) TERMITE TREATING : 0 SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0" 0 BEYOND THE PERIMETER LINES OF THE BUILDING. CN (S.)ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR. _ 0 (10.) 2"X12" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/ >_ CONSTRUCTION ADHESIVE AND NAILED W/ 5-0160 COMMONS 16" O.C. TO MEET IL LOADS AS INDICATED. U (11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. (12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, TO MEET LOADS AS INDICATED. V) Z O LIJ 0 E R d0 01 � �12 © M ID 0 U. AD°E ac X mE `W s 's ' c '• ui p a. 2 'm 3 W «_ C 0 v x r m t' 7 S m 3 d o �,Q Z Fa L v Q LLJ 0 U v u- M t, C.o co N �i 00 co C9N A A � �VW� > awCn WOoW '% a O o V � �L d1 � o a Cat q a w A W i� c� z S q Q Z IL N 0 1L i z w� U 0 IL O - WLLV o � D Z } LL W = ff L L PROJECT NO. 2 000 - 0S DWG NO. 1714.5.2 Exterior windows, siding and patio glass doors. 1714.5.2.1 Testing and labeling. Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and shall be labeled with on approved label identifying the manufacturer, performance characteristics and approved product certification agency, testing laboratory, evaluation entity or Miami -Dade Product Approal to indicate compliance with the requirements of one of the following specifications: ANSI/AAMA/NWWDA 101 /I.S.2 or 101 /I.S. 2/NAFS or TAS 202 (HVHZ shall comply with TAS 202 utilizing ASTME E 1300 or Section 2404. Glass strength: Determination of load resistance of glass for specified loads of products tested and certified in accordance with Section 1714.5.2.1 shall be designed to comply with ASTM E 1300 in accordance with Section 2404. 1714,5.2.1.1 Test and labeling of skylights. Exterior skylights shall be tested by an approved independent testing laboratory, and shall be labeled with an approved label identifying the manufacturer, performance characteristics and approved product evaluation entity to indicate compliance with the requirements of the following specification: AAMA/WDMA 101 /IS2/NAFS, Voluntary Performance Specification for Windows, Skylights and Glass Doors, or TAS 202 (HVHZ shall comply with TAS 202). 1714.5.2.2 Supplemental label. A supplemental temporary label conforming to AAMA 203, Procedural Guide for the Window Inspection and Notification System, shall be acceptable for establishing calculated allowable design pressures higher than indicated on the label required by Section 1714.5.2.1 for window sizes smaller than that required by the ANSI/AAMA/NWWDA 101/I.S.2 test requirements. This supplemental label shall remain on the window until final approval by the building official. 1714.5.3 Exterior door assemblies. Exterior door assemblies not covered by Section 1715.4.2 or Section 1714.5.3.1 shall be tested for structural integrity in accordance with ASTM E 330 Procedure A, at a load of 1.5 times the required design pressure load. The load shall be sustained for 10 seconds with no permanent deformation of any main frame or panel member in excess of 0.4 percent of its span after the load is removed. High -velocity hurricane zones shall comply with TAS 202. After each specified loading, there shall be no glass breakage, permanent damage to fasteners, hardware parts, or any other damage which causes the door to be inoperable. The minimum test sizes and minimum design pressures shall be as indicated in Table 1714.5,3. The unit size tested shall qualify all units smaller in width and/or height of the some operation type and be limited to cases where frame, panels and structural members maintain the some profile as tested. TABLE 1714.5.3 MINIMUM TEST SIZES, INCLUDING FRAMING PERI`CiRMA�i; E CLASS* WIi)TH X H,E_IGH1 (MM) WIDTH X HEIGHT' (IN.) MINIMUM PERFORMANCE GRADE (DESIGN PRESSURE) �T j 90C Y 00C ( . X 79) 720 ^A (15 PSF) 9 171Ci (76 X 83) 1200 PA (25 PSF) �.OM 1tF�Cl �i.i OOU k 2 10i� (4Q X 83) 1440 PA (JG FSF) F r ; }6 E :i {L ') 0,, x. .i,irrl (4,3 X 95) 1 9: ` Pk, (4L PS)F) L 1 2JC X 241_'v (4R X 95) 1 Q?; Pt, (4t) i= F) 1. Performance Class and Performance Grade per ANSI/AAMA/NWWDA 101 /I.S.2. 1714.5.3.1 Sectional garage doors shall be tested for determination of structural performance under uniform static air pressure difference in accordance with ANSI/DASMA 108 or TAS 202 HVHZ shall comply with TAS 202). 1714.5.3.2 Custom doors. Custom (one of a kind) exterior door assemblies shall be tested by an approved testing laboratory or be engineered in accordance with accepted engineering practices. 1714.5.3.3 Door components evaluated by an approved product evaluation entity, certification agency, testing laboratory or engineer may be interchangeable in exterior door assemblies provided that the door component(s) provide equal or greater structural performance as demonstrated by accepted engineering practices. 1714.5.3.3.1 Glazed curtain wall, window wall and storefront systems shall be tested in accordance with the requirements of this section and the requirements of the Architectural Aluminum Manufacturers Association (AAMA) Standard 501, HVHZ shall comply with 2411.3.2.1.1, Exceptions: 1. Door assemblies installed in nonhabitable areas where the door assembly and area ore designed to accept water infiltration, need not be tested for water infiltration. 2. Door assemblies installed where the overhang (OH) ratio is equal to or more than 1 need not be tested for water infiltration. The overhang ratio shall be calculated by the following equation: OH ratio = OH Length/OH Height where: OH Length = The horizontal measure of how for an overhang over a door projects out from door's surface. OH Height = The vertical measure of the distance from the door's sill to the bottom of the overhang over a door. 1714.5.3.3.2 Optional exterior door component testing. With the exception of HVHZ, exterior side -hinged door assemblies not covered by 1714.5.2 shall have the option to have the components of the assembly tested and rated for structural integrity in accordance with the following specification: SDI A250.13 Following the structural testing of exterior door components, there shall be no permanent deformation of any perimeter frame or panel member in excess of 0.4 percent of its span after the load is removed. After each specified loading, there shall be no glass breakage, permanent damage to fasteners, hardware ports, or any other damage that causes the door to be inoperable, as applicable, 1714.5.4 Anchorage methods. The methods cited in this section apply only to anchorage of window and door assemblies to the main wind force resisting system. 1714.5.4.1 Anchoring requirements. Window and door assemblies shall be anchored in accordance with the published manufacturer's recommendations to achieve the design pressure specified. Substitute anchoring systems used for substrates not specified by the fenestration manufacturer shall provide equal or greater anchoring performance as demonstrated by accepted engineering practice. 1714.5.4.2 Masonry, concrete or other structural substrate. Where the wood shim or buck thickness is less than 11/2 inches (38 mm), window and door assemblies shall be anchored through the main frame or by jamb clip or subframe system, in accordance with the manufacturer's published installation instructions. Anchors shall be securely fastened directly into the masonry, concrete or other structural substrate material. Unless otherwise tested, bucks shall extend beyond the interior face of the window or door frame such that full support of the frame is provided. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from the window or door frame to the rough opening substrate. Where the wood buck thickness is 11/2 inches (38 mm) or greater, the buck shall be securely fastened to transfer load to the masonry, concrete or other structural subtrate and the buck shall extend beyond the interior face of the window or door frame. Window and door assemblies shall be anchored through the main frame or by jamb clip or subframe system or through the flange to the secured wood buck in accordance with the manufacturer's published installation instructions. Unless otherwise tested, bucks shall extend beyond the interior face of the window or door frame such that full support of the frame is provided. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from the window or door frame assembly to the secured wood buck. 1714.5.4.3 Wood or other approved framing materials. Where the framing material is wood or other approved framing material, window and gloss door assemblies shall be anchored through the main frame or by jamb clip or subframe system or through the flange in accordance with the manufacturer's published installation instructions. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from the window or door frame to the rough opening substrate. 1714.5.5 Mullions occurring between individual window and glass door assemblies. 1714.5.5.1 Mullions. Mullions, other than mullions which are an integral part of a window or glass door assembly tested and labeled in accordance with Section 1714.5.2.1, shall be tested by an approved testing laboratory or be engineered in accordance with accepted engineering practice. Both methods shall use performance criteria cited in Sections 1714.5.5.2, 1714.5.5.3 and 1714.5.5.4. 1714.5.5.2 Load transfer. Mullions shall be designed to transfer the design pressure loads applied by the window and door assemblies to the rough opening substrate. 1714.5.5.3 Deflection. Mullions shall be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without deflecting more than L/175, where L is the span of the mullion in inches. 1714.5.5.4 Structural safety factor. Mullions shall be capable of resisting a load of one -and -one-half times the design pressure loads applied by the window and door assemblies to be supported without exceeding the appropriate material stress levels. If tested by on approved laboratory, the one and one-half times the design pressure load shall be sustained for 10 seconds, and the permanent deformation shall not exceed 0.4 percent of the mullion span after the one -and -one-half times design pressure load is removed. 1714.6 Test specimens. Test specimens and construction shall be representative of the materials, workmanship and details normally used in practice. The properties of the materials used to construct the test assembly shall be determined on the basis of tests on samples taken from the load assembly or on representative samples (when TAS 202 is used a minimum of three specimens) of the materials used to construct the load test assembly. Required tests shall be conducted or witnessed by on approved agency, 1714.7 Installation instruction for exterior windows and doors. Windows and doors shall be installed in accordance with the manufacturers installation instruction. SECTION 1715 MATERIAL AND TEST STANDARDS 1715.1 Test standards for joist hangers and connectors. 1715.1.1 Test standards for joist hangers. The vertical load -bearing capacity, torsional moment capacity and deflection characteristics of joist hangers shall be determined in accordance with ASTM D 1761, using lumber having a specific gravity of 0.49 or greater, but not greater than 0.55, as determined in accordance with AFPA NDS for the joist and hangers. 1715.1.2 Vertical load capacity for joist hangers. The vertical load capacity for the joist hanger shall be determined by testing three joist hanger assemblies as specified in ASTM D 1761. If the ultimate vertical load for any one of the tests varies more than 20 percent from the average ultimate vertical load, at least three additional tests shall be conducted. The allowable vertical load for a normal duration of loading of the joist hanger shall be the lowest value determined from the following: 1. The lowest ultimate vertical load from any test divided by three (where three tests are conducted and each ultimate vertical load does not vary more than 20 percent from the average ultimate vertical load). 2. The average ultimate vertical load for all tests divided by six (where six or more tests ore conducted). 3. The vertical load at which the vertical movement of the joist with respect to the header is 0.125 inch (3.2 mm) in any test. 4. The allowable design load for nails or other fasteners utilized to secure the joist hanger to the wood members. 5. The allowable design load for the wood members forming the connection. 1715.1.3 Torsional moment capacity for joist hangers. The torsional moment capacity for the joist hanger shall be determined by testing at least three joist hanger assemblies as specified in ASTM D 1761. The allowable torsional moment for normal duration of loading of the joist hanger shall be the average torsional moment at which the lateral movement of the top or bottom of the joist with respect to the original position of the joist is 0.125 inch (3.2 mm). 1715.1.4 Design value modifications for joist hangers. Allowable design values for joist hangers that are determined by Item 4 or 5 in Section 1715.1.2 shall be permitted to be modified by the appropriate duration of loading factors as specified in AFPA NDS but shall not exceed the direct loads as determined by Item 1, 2 or 3 in Section 1715.1.2. Allowable design values determined by Item 1, 2 or 3 in Sections 1715.1.2 and 2305.1 shall not be modified by duration of loading factors. 1715.2 Concrete and cloy roof tiles. 1715.2.1 Overturning resistance. Concrete and cloy roof tiles shall be tested to determine their resistance to overturning due to wind in accordance with SBCCI SSTD 11 or TAS 108 (high -velocity hurricane zones shall comply with TAS 108) and Chapter 15. 1715.2.2 Wind tunnel testing. When roof tiles do not satisfy the limitations in Chapter 16 for rigid tile, a wind tunnel test shall be used to determine the wind characteristics of the concrete or clay tile roof covering in accordance with SBCCI SSTD 11 or TAS 108 (high -velocity hurricane zones shall comply with TAS 108) and Chapter 15. 8"x 8"x 16" C.M.U. BRICK MOULD DOORFRAME 3/16 "x 2-1/2" TAPGON FASTENERS INTO BLOCK ID 16" O.G. 3/4" FURRING NAILED TO BLOCK Q 8" O.G. (2 ) REQUIRED EACH LIFT SL. CAL. DOOR � DOORS 8"x 8"x 16" GM.U. 3/16" x 1-3/4" TAPCON FASTENERS INTO CONCRETE BLOCK TF, ADHESIVE SEALENT BOTH SURFACES PRIOR TO ATTACHING BUCK TO GONG. BLK. 1/2" DRYWALL I" P.T. 8"x I" SELF THREADING PHILLIPS FLAT HEAD GADMINUM PLATE SCREWS 24" O.G. MAX. WITHIN 4" OF CORNER 3/16"x 1-3/4" TAPCON FASTENERS INTO CONCRETE BLOCKS CAULKING MARBLE STOOL 1/2" DRYWALL ON Ix 3 P.T. FURRING A 16" O.G. PRECAST SILL 8"x 6"x 16" C.M.U. WINDOWS DOOR 4 WINDOW ATTACHMENT 00TA i LS I'-6 1/4" 1/2 FIRE -RETARDANT CDX ROOF SHEATHING P-ro 1/4" I/2 FIRE -RETARDANT CDX ROOF SHEATHING TAPE W/ FIRE ___/ \ - - - - - - - - - R,4TEC211UI;) - TAPE--W/-F+RE----------- RATED MUD I. Nailheads - Exposed or covered with joint finisher. 2. Joints - Exposed or covered with fiber tape and joint finisher. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 3. Nails - 6d cement coated nails 1-1/8 in. long, O.OS15 in. shank diam, 1/4 in. diam heads, and 8d cement coated nails 2-3/8 in, long, 0.113 in, shank diam, <B/32 In. diam heads. 4. Gypsum Board - • - 5/8 in, thick, two layers applied 2"x4" AT 16" O.C. either horizontally or vertically. Inner layer attached to studs with the 1-1/8 In. nails spaced 6 in. OG. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. vertical ,joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 In., gypsum board to be installed horizontally. When Steel Framing Members- (Item (o) are used, base layer attached to Furring channels with I in. long Type S bugle -head steel screws spaced max 24 in. OC± face layer attached with 1-5/8 in, long Type S bugle -head steel screws spaced max 12 in. OG. FRAME AREA (PER FIRE RESISTANCE RATING - ANSI/UL 263) DESIGN NO. U301 (2 HR. WALL RATING) SEE ELEVATIONS SHINGLES PER SPECIFICATIONS FOR ROOF SLOPE (w/ (o FASTENERS PER SHINGLE) OVER ROOFING FELT ON 1/2" PLYWOOD OR OSB W/H-CLIPS ON PRE-ENGINEERED WOOD TRUSSES Q 24"O.C. (FOR NAILING SCHEDULE SEE SHEET 525) SIMPSON STRONG TIE "H10 EA. TRUSS PLATE HGT. (2)2 x 12 P.T.' IT---->` I I I I STRUCTURAL POSTS I I PER SPECIFICATIONS I I I I I I I 6 I I I I > I I w I I w I I w TIE -MAX COLUMN CONNECTOR I I INSTALL PER MANUFACTURERS IV INSTRUCTIONS / RECOMMENDATIONS I I > I � I I F I I i I ALL THREAD COUPLER SHORT BOLT ALL -THREAD 16" CMU BASE WITH CLADDING PER ELEVATIONS w6 �w (4) "5 REBAR w F.F. ELEV. (HOUSE) N "5's 0 12" O.G. EA. WAY - 2500 PSI CONCRETE 24" ISSES -�-,r-, I I COL. DETAIL (LUCOM BEAM) EX. CONCRETE BLOCK WALLS SUPPORT WIRES (FOR SUSPENDED LG.) INSULATE (R-19) BATTS C NNELS FOR SUSPENDED CLG. ��iv 1 "Nt.oF VVIVV.1`G 1 W. .7LHG -.r-`:- � � TYPICAL WALL sib --� -, HR. FIREWALL DETAIL 1 :RIOR STUDS TO BE �O CTION U C a O L c rn N 0 N c O to L O C L O V 00 O O N 8 F- 2 0 Dr - IL O V to Z O W Of C c O o E O) `N U a O 1°� m i 3 0 a x m E � a UJ L 3 0 w ►- w W X Q � MJ � O Z � � .102 "s a Y g c � V :2 Q w 2 o M 0 V�0 CID �LL M CO co N L# M N 00 CO -IIN " co M 4 Z A 43 a � LQ W (L zad W Cn C) I V AW�� 41 Cn N W V �L cv A � Q w A W U O d S J N H n` w� U d C6 0 Z W nnL 1L PROJECT NO. 2 O00 - 0S 0 DWG N0. .g Z COLLAR TIE IX6 (MIN.) EVER*f OTHER RAFTER T-0" OR LONGER r�i �wuv on �ni r-vni-r 2X6 VERTICAL SCAB OR KNEEWALL MiD-POINT IN RAFTER W/ RAFTER SPAN LENn- TH GREATER THAN 14 FT OR LONGER. CONN W/ 4-10d NAILS AT TOP 4 HURRICANE CLiP 's BOTTOM. ►"�7�flrii�Al� 51MP50N L5TA12 (OR EQUAL) PLYWOOD SHEATHING (4) 106 e RIDGE BOARD END TRUSSES BELOW SHEATHED PRiOR TO VALLEY FRAMING INSTALLATION OR (0'-0ii O.C. TOP CHORD USP 6T22 OR USP RT22 EA. RAFTER W/ 10-10d NAiLS (TYF=.) 2Xro CONT. W/SLEEPER, CLIPPED OR STRAPPED TO TRU55 BELOW CON\/ vALLEY PRAr*IING DSTAI ROOF SHEATHING FASTENINCs SCHEDULE abrcdo Sd common (0.131 x 2-1/2 inches) or Ring -shank (0.135 X 2-1/2 inches) (Except o-wre Noted) for Exposure B, Enclosed Buildings, Roof Framing Spaced 24 Inches o.c. or Lose Roof Fastening Zone Overhang Wind Main Sheathing -to -Gable (eaves) velocity Roof End -Wall Framingg (3-5econd Panel 1 2 3 2 3 2 3 Gust) Location Fastening Schedule (Inches on center) Supported Panel ro 6 6 6 6 150 mph f g and and edges 3h Panel field 6 4 3 4 3 Supported Panel 6 6 6 6 6 120 mph f•9 and and edges 3 Panel field 12 6 4 6 4 Supported Panel 6 6 6 6 So mph and and edges 6 Panel field 12 12 6 6 6 a. Specific gravity (G) of lumber and panels shall be 0.42 or greater. b. For Exposure B and a 2-foot overhang. c. For median roof height 35 feet or less. d. Gable wall height of 8 rest or less from top floor ceiling to roof peak. e. Provide adequate uplift hardware at truss -to -wall connections. Such connections are beyond the scope of this publication. F. When wind speed Is no mph or greater and when median roof height Is between 25 and 35 feet, use 8d ring shank nails (0.i35 x 2-1/2 inches)within 48 Inches of gable and walls. (IRC Table R6023, footnote f) g. When wind speed is too mph or greater, block panel edges perpendicular to gable -end -wall framing members in the first two bays of framing. Blocking shall be spaced a maximum of 4 feet oz. (Wood Frame Construction Manual, Section 3bb) h. loci ring -shank nails (0.148x 3 inches). I. Blocking not required. ROOF FASTENING ZONES FOR WIND UPLIFT Zones 1,2 and 3 shown below Indicate areas of the roof that may have different fastening requirements. GABLE END WALL WALL LINE 3 OVERHANG 3 OvER✓-TANG 3 OVERHANG WALL LINE -a- 2 jr. .a.. 2 OVERHANG :: *' :• OVERMAN 2 OVERMAN : 3} :(3:}} 2 {' 2 I 2 ' a 2 2..8 0 _. : o . Q Q: Q IP : GABL ROOF Q _ _, WV. 2 w 2. 1 2 2: I 2 w._ J 2. 1 2 7.. 1 2 W'. >. >. >. O a.. a .. O: O. A. N vv N y... a . . .. 2 2... I 2 2 3. 2 2 :}:3 : {3 F 2 :3 2 :'�a: • W. 2 OVER HANG '•OVERMAN': :' OV<:RMANG •: 3 OVERHANG WALL LINE 3 OVERHANG 3 OVERHANG WALL LINE GABLE END WALL Distance a-4 ft. in most cases (to% of least bulldin9 width or 0.4 times building height, whichever Is smaller, but not less than either 4% of least building width or 3 ft.) ROOF D I APH RAM SAILING SCHEDULE (GAPLES) SAILING SCHEDULE AI I NIAiI A Ai?I= r1 ["nMMnN LEDGER STRIP i6d 3 m EA. JOIST SOLE PL. TO JOIST OR BLK'G-FACE NAIL I6d i6" O.G. TOP OR SOLE PL. TO STUD -END NAIL i6d 2 STUD TO SOLE PL.-TOE NAIL 8d 4 DBL. STUDS -FACE NAIL I601 24" O.G. DBL. TOP PLATES -FACE NAIL i6d 16" O.G. CONTINUOUS HD'R TWO PLACES I6d 16" O.G. ALONG EA. EDGE CONTINUOUS HD'R TO STUD -TOE NAIL 8d 3 IXS SHEATHING OR LESS TO EA. BRN'G-FACE NAIL ad 2 OVER IX8 SHEATHING TO EA. BRN'G-FACE NAIL ad 2 BUILT UP CORNER STUDS I6d 24" O.G. BUILT UP GIRDERS AND BM'S UP TO TRUSS MEMBERS 20d 32" O.G. V TOP AND BOTT. AND STAGGERED 2 ENDS Q EA. SPLICE 1/2" GYPSUM SHEATHING i1 GA. 1-1/2" GALV. 1/16" HD. 5/5" GYPSUM SHEATHING 11 GA. 1-3/4" GALV. 1/Iro" HD. 1/2" GYPSUM WALLBOARD 1-3/0" DRYWALL NAIL 5/8" GYPSUM WALLBOARD 1-1/2" DRYWALL NAIL 1" ON CEILING 6" ON WALLS HARD BD.. LAP SIDING -DIRECT TO STUD 8d CORROSION RESISTANT W/ MIN. SHANK DIA. OF .099 AND A MiN. HD, DIA. OF .24" V' O.G. e TOP AND BOTTOM EDGES HARD BD.. LAP SIDING OVER SHEATHING 10d CORROSION RESISTANT W/ MIN. SHANK DIA. OF OV.Y AND A MIN, HD. DIA. OF .24" 16" O.G. m TOP AND BOTTOM EDGES HARD BD.. PANEL SIDING DIRECT TO STUDS 8d CORROSION RESISTANT W/ MiN, SHANK DIA. OF .092" AND A MiN. HD. DIA. OF .225" 6" O.G. a EDGES AND 12" O.G. a INTERMEDIATE SUPPORTS HARD BD.. PANEL SIDING OVER SHEATHING ad CORROSION RESISTANT W/ MIN. SHANK DIA. OF .092" AND A MiN. HD. DIA. OF .225" 6" D.G. 6 EDGES AND 12" O.C. 6 INTERMEDIATE SUPPORTS a a r TOP LEG BARS -1/32"RD. PLAIN BAR EACH LEG UP TO 14'-S" LENGTHS 3/8"RD. REBAR EACH LEG OVER 14'-8" LENGTHS 1/32" STIRRUPS 4'-0" O.C. LENGTHS OVER 14'-8" TIED OR WELDED 'A' BARS (MAIN REINF.) SEE SCHEDULE 'B' BARS SEE SCHEDULE PRE CAST CONCRETE TYPIC4L LINTEL SECTION S>4FE LOAD TABLE FOR CAST - CRETE HiGH STRENGTH PRECAST AND PRESTRESSED IU I LINTELS SAFE LOAD -POUNDS PER LiNEAR FOOT LENGTH UNFILLED FILLED a 4'-0" (45") PRECAST 1,515 LBS. ro 046 LBS. b 4'-ro" (54") PRECAST 1050 LBS. 4,815 LBS. c 5'-4" (6 4") PRECAST 11143 LBS. 405 LBS. d 5'-10" 110") PRECAST 1515 LBS. 3144 LBS. e ro'-6" (18") PRECAST 15ro5 LBS. 32&0 LBS. F 1'-&" (90") PRECAST i,550 LBS. 20SI LBS. 9'-4" (112") PRECAST 1,025 LBS. 1,141 LBS. h 10'-6" (126") PRECAST 922 LBS. 1,333 LBS. ll'-4" (136") PRECAST &00 LBS. 1,018 LBS. 12'-0" (144") PRECAST 150 LBS. 909 LBS. k 13'-4" (160") PRECAST 651 LBS. 1341 LBS. in 14'-0" (168") PRECAST 585 LBS. 909 LBS. n 14'-8" (116") PRESTRESSED 563 LBS. 1,341 LBS. 0 1 15'-4" (184") PRESTRESSED 510 LBS. 1,210 LBS. 11'-4" (208") PRESTRESSED 381 LBS, 911 LBS. cl 19'-4" (232") PRESTRESSED 28g LBS. 823 LBS. REINFORCING SCHEDULE AND LOAD CAPACITIES LINTEL BAR CLEAR BOTTOM REINFORCMENT BARS MAX. SAFE LOAD SAFE LOAD ON LENGTH LENGTH SPAN 'A' MAIN BARS 'B' BARS LINTEL ONLY COMPOSITE r 2'-I0 2 -8 I -ro" 2 - 1/32 NONE 1,000 + #/FT. 3,000 + #/FT. 3'-4" 2'-2" PLAIN BAR ENDS t 4'-0" 3'-l0" 2'-8" HOOKED UP 90D. u 4'-ro 4'-4" 3'-2" FOR 2-1/2" 3'-10" 2 - M3RD. NONE 1,000 + #/FT. 2,100 + #/FT. Lu z 1'-6" 1'-I" ro'-3" 2 - #4RD. NONE 800 + #/FT. 2,250 + #/FT. as 8'-6" 8'-0" 1'-21I ab 9'-4" 8'-10" 8'-0" 2 - 05RD. NONE 000 + "/FT. 2,000 + #/FT. a 10'-6" I0'-0" 9'-2" ad II'-4" I0'-10" 10'-0" 2 - #5RD. 2 - #3RD. 000 #/FT. 2,000 #/FT. 12'-0"10'-8" 100 #/FT. I BOO #/FT. 13'-4" 12'-10" 12'-0" 650 #/FT. 1,600 #/FT. Laa W-0" 13'-6" 12'-8" 600 #/FT. 1,100 #/FT. ABOVE INFORMATION IS BASED ON CAST-GRETE (FECP CORP.) BRAND LINTELS. BASED ON TESTS CONDUCTED BY WERTHER F. ROSCH, P.E. PRECAST LINTELS MAY BE CAST CRETE OR OTHER BUILDING CODE APPROVED PRECAST MANUFACTURERS. 2S" MIN LAP IE L R 2S" MIN- LAP FOOTING 4 STEM PALL REINFORCEMENT REBAQ I AP r)ISTANCF IEL R CORNER CONT IN i TY 4 WALL REINFORCEMENT a a r 1/32"RD. PLAIN BAR EACH 1/32" PLAiN STIRRUPS (POSITIONERS) 4'-0" O.C. TIED OR WELDED 2 STRANDS, 1/16", "1 WIRE STRESS RELIEVED 150 K34 PRE -STRESSING CABLE 'A' BARS PER SCHEDULE PRE STRESSED CONCRETE PRE -STRESSED REINFORCING SCHEDULE AND LOAD CAPACITIES LINTEL LENGTH CLEAR SPAN 'A' BAR MAX. SAFE LOAD SCHEDULE LINTEL ONLY SAFE LOAD ON COMP051TE ah 14'-8" 13'-4" NONE 550 "/FT. 1,900 #/FT. ai 64" 14'-0" NONE 650 #/FT, 1,810 "/FT. a j IT-4" 16'-0" 04RD. BARS 510 "/FT. ak I9'-4" 18'-0" 2 - "5RD. BARS 500 "/FT. 1,400 "/FT. am 21'-4" 26-0" 1 - 15RD. BARS 425 "/FT. 1,400 "/FT. an 22'-0" 20'-8" 2 - 15RD. BARS 380 #/FT. 1,220 #/FT. ao 24'-0" 22'4' 2 - 05RD. BARS 320 #/FT. 1,120 #/FT. (2) 05 BARS IF TRUSS "GIRDER" IS SUPPORT BY LINTEL GREATER THAN V-0" (2) 05 BARS IF TRUSS "GIRDER" IS SUPPORT BY LINTEL (1) #5 REBAR CONTINUOUS CONC. KNOCKOUT BLOCK CELLS AND 'U' LINTEL FILLED W/GONG. (2500) PSI AT 28 DAYS) PRE CAST / PRE STRESSED 'U' LINTEL (SEE DETAIL) *3 STIRRUP BARS AT iro" O.C. FOR SPANS GREATER THAN 12'-0" 04 BAR ADDED THROUGH 'U' LINTEL TO SUPPORTS IN SPANS GREATER THAN 12'-0" SPEC IF 1 CAT 1 ONS 1. BAR STEEL SHALL BE MiN. GRADE 40, DEFORMED EXCEPT WHERE PLAiN BARS (HOOKED FOR BOND ANCHORAGE) ARE SPECIFICALLY PERMITTED. 2. CONCRETE IN PRE CAST MEMBERS TO BE MIN, 4000 PSI AT 28 DAYS. CO'4/POSITE LiNTEL SECTION (STANDARD FOR TRUSS "GIRDER" LiNTELS) MAX. UPLIFT = 10,000 lbs. 0„ o PILASTER MAX. "All MMN VERTICAL RE iN�OR'CE1"iENTS SCHEDULE 1IASONRY 8' PLATE HEIGHT = V -0" O.G. IO' PLATE HEIGHT = 6'-0" O.G. 12' PLATE HEIGHT = 4'-0" O.G. "A" 14' PLATE HEIGHT = 2'-0" O.G. MAX. / PILASTERS 10'-0" O.C. ATEACH COR NER BOTH SIDES OF DOORS E WINDOWS OPENINGS (OVER 5'-0"). BEFORE 4 AFTER SHEARWALL SEGMENTS, 4 (2) BARS A EA. SIDE OF OPENING OVER 12'-0" 2A" MIN I AP �� vI� -�+ r<Gii�rvl�C�irvCs OHI� 3 4 04 LAP SPLICE 25" MIN. LAP —#5 REINFORCING BAR #E LAP SPLICE MIAI I AG "� I�GiiVrVrCC..IIVC3 �HK #6 LAP SPLICE Anil MIkI I Ac - I r`GIIVrVI�I.iIIVt.3 pHi� #i LAP SPLICE Im11 05 REINFORCING BAR A.C.1. STD, 'BOO BEND RE5 4R SPLICING 4 LAP DETAIL U a 0 C� N 0 c 00 a2 c L 0 U 00 O O N 8 F- 2 C� a O U z O V) w �m o m V 0 O A.3 t$ r C4 LD8g c� m N d 2 m'3 a� ZN } N 0 � m M 0 d Z 8,0 16 � U s Q 'zo CO M C0 M N 0� ^ � C4 M M q Z A Z" Z � �W�A Lr- •�.o � E,A� CL QN"T W4�1� A 4> WAoW Q4 a, l A� � a o� c N O A a w A w U cam. O L J � N O W �I S z � H } O � W = Q) Q) PROJECT NO. 2 006 - 0S DWG N0. S 2S LJ11 . iL _ L-- -AL - . _lL__L :_ ILI i. 1—IL 1 .J._A .: a 1.._:"A,1. ji1 _, - � >, � a �u d�11�� Ji ._l1w 1 �.,.,z L_ .u� .�a��L�� 1L1 �►.L; ,�I ��+�j�d 36" min. 36" min. IS" IS" IS" IS" 42" min. IS" 6'-I" MIN. 2'40" I'-l" lo E E e - ail 611 236„ MAX. `Q ol MIN. - 0 CLEAR CLEAR CLEAR 3,-611 Z 2 4 FLOOR FLOOR FLOOR E SPACE SPACE SPACE - in 12" 12' 4 X X rL 36" z Q z Q cq 48" min. 48" min. 60" min. O `�' O - - �^ `q F- (p to cn r ' r CLEAR FLOOD' SPACE o,T WATER CL05ETS 4211 Ib" PER FIG-28 OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION Ale 73" MIN. 48" min. 60" „ Il"-19" 30 x 48 IS" 42" MIN, CLEAR FLOOR SPACE 6, AT LAVATORY SHALL MAX. COMPLY WITH 4.IS.3 36 MIN. U E u N f— X F V 3 - E'/ MEDICINE CABINET E £ 3 I_0 F o c Z N J � Q - MIRROR IL N HEIGHT z 8" min. 6" max. 24" max. 0� EQUIPMENT PERMITTED IN SHADED AREA d) X CLEAR FLOOR SPACE E SPOUT HEIGHT AND KNEE CLEARANCE FA 0 _F= 30" min. 30" min. E NOT TO EXCEED N 6'FOUNTAIN DEPTH _z _z i Y_ 6' in. TOE KNEEM CLEARANCE CLEARANCE W.F, 8 min. W Il" in. ol DEPTH SIC E E (NELU CONSTRUCTION) ro0" 30" x 48" 21 LAY,CLOARANCSS 42" MIN. CLEAR FLOOR SPACEAT LAVATORY SHALL FREE STANDING BUILT-IN MAX.19 36' MIN. MIN. COMPLY WITH 4.19.3 PER FIG31 (b) OF THE FLORIDA ACCESSIBILITY FOUNTAIN OR COOLER FOUNTAIN OR COOLEr CODE FOR BUILDING CONSTRUCTION m ,� 21% IINCH f NS 4ND IiiiI CATER COOLERS Q 54" Min.lo PER FIG21 OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION su A Il" min. TOILET PAPER GRAB BA a 3 N HEIGHT 'n ALTERNATE FLOOR c S f NK Z Z DOOR LOCATION TOILET SEA 0 SPACE N HE IGHT cn >IN I S (p m cn U Ln _ C eA 48" min. 19" max. C' 32" MIN. BACK WALL (a.) CLEAR PLOOR SPACE LAVATORIES 36" min. O \�jPER FIG32 OF THE FLORIDA ACCESSIBILITY 36" Mtn. c 12" Min. 12" Min. CODE FOR BUILD INGi CONSTRUCTION � i N C i O U t� 00 21 TOILET STALLS (NOLU CONST.) � O PER FICs.3O (e) OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING: CONSTRUCTION siDE WALL (b.) GRACRABQ_BARS AT 0 0 U WATER CLOSETS (ALTERATIONS) PER FIG. 2S OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION V) Z O w ch PROJECT NO. 2 006 - 0S DWG NO. �C 11 glwwn - wlp LOW-1DIRECTION H PREDOMINANT DIRECTION OF TRAFFIC PERPENDICULAR TO Q ROUTE Ct- TRAVEL I/2" max. m tq v X E " Z ... 44 0 Cn W D E c C,4RPr:T PILE THICKiINESS GRp4T INGS CXR044T ING OR I ENTP4T I ON � 48" 42 42 PER FIG.B (0 OF THE FLORIDA ACCESSIBILITY PER FIG.B (g.) OF THE FLORIDA ACCESSIBILITY PER FIGS (h.) OF THE FLORIDA ACCESSIBILITY 36" CODE FOR BUILDING CONSTRUCTION CODE FOR BUILDING CONSTRUCTION CODE FOR BUILDING CONSTRUCTION 00 W* TURN (a.) TURNS AROUND AN OBSTRUCTION (b.) f m m n 0 S 4 o I $: r " E 0 2 m .8 Z LL x m $ � �luj IDX; W c y a ADJOINING SLOPE SHALL W L a N NOT EXCEED 1:12 p .2 Ao-3 SLOPE = Y: X m " a z$ WHERE X IS A LEVEL PLANE o CHANGES IN LEVEL (c.) CHANGES IN LEVEL (d.) W >. a ,ACCESSIBLE ROUTE PER FIG. OF THE FLORIDA ACCESSIBILITY Mr:44SURE"ENT O� CURB SLOPES o)�CODE FOR BUILDING CONSTRUCTION• � M N � PER FIG.11 OF THE FLORIDA,ACCESSIBILITY � co FULL SIDE PUSH SIDE co CODE FOR BUILDING CONSTRUCTION 071 "x" I I ., co LEVEL LANDING SURF r op RAMP � 14 LEVEL LANDING t� Z W �4 LLI q � I �z2� IS" min. 24 p eferred A A O Z cb co Q4 EqQ� CL ".1cad bit wA�I� � q NOTE: "X" 12" IF DOOR HAS BOTH A CLOSER D LATCH HORIZONTAL PROJECTION OF RUN 52" Min. 64 q q y MAXIMUM RISE MAXIMUM HORIZONTAL PROJECTION 01 W ti O SLOPE in. M.M. ft. m `d O Two HINGED DOORS NOT IN SERIES 1:12 TO & 30 ,6m 30 (a l:lro TO ct, 1:20 30 l60 40 12 N FRONT APPROACHES -SWINGING DOOR W FULL SIDE PUSH SIDE (NMLU CONSTRUCTION) cr, 54" min. PER FIG.25 OF THE FLORIDA ACCESSIBILITY COMPONENTS OF: ,4 SINGLE RAMP a � CODE FOR BUILDING CONSTRUCTION RUN ,4ND SAMPLE RAMP DIMENSIONS �-# cQ q PER FIG.Iro OF THE FLORIDA ACCESSIBILITY 0 � CODE FOR BUILDING CONSTRUCTION w w c: 1- 1/4 - 1-1/2" 1- 1/4 - 1-1/2" s � N IIXiI ca- LjLq NOTE: "X" 36" MINIMUM IF "Y" - 60", "X" 42" MINIMUM IF "Y" 54"' I IF HAS BOTH A CL R AND LATCH O NOTE: "Y" 48" MIN. DOOR Z S — 0-- -- (b HANDRAIL / HANDRAIL / _� O HINGE SIDE APPROACHES - SWINGING DOORS _ Q FULL SIDE 24' min. "X' 1-1/2" c I Q_ 24" min PUSH SIDE 1-1/4" - 1-1/2" Q Lu U O IL L.0 � LL 2' ALL DET,41L5 AND 5<ETCHES ARE REPRODUCTIONS 0) p E - FROM "THE FLORIDA ACCESSIBILIT'' CODE FOR °' U C " BUILDING CONSTRUCTION." FOR FURTHER INFORMATION � } F Q ON THESE DETAILS SEE THE AFOREMENTIONED L 0 DOCUMENT. o _ 00 NOTE: "Y" . 54" MINIMUM IF DOOR HAS CLOSER NOTE: "Y" . 48" MIN. IF DOOR HAS CLOSER lc.) (eJ ldJ 0 � HANDRAIL GRAB BAR HANDRAIL CN Q) LATCH SIDE APPROACHES - SWINGING DOORS SIZE Or= SPACING orc NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. O "ANEUVER INCH CLEARANCES ,4 r DOOR HANDRAILS 4NIM GRAB B04RS PER FIG.25 OF THE FLORIDA ,ACCESSIBILITY PER FIG.3S OF THE FLORIDA ACCESSIBILITY ' PROJECT NO. CODE FOR BUILDING CONSTRUCTION CODE FOR BUILDING CONSTRUCTION U 2 00S - 0S DWG NO. HIC 2 LJ Q 0 Panel LIB LIB-1,3 (2)12,12N,125,3/4"C F 3 A 3 EXAM RM 6 EXAM RM 5 A 3 EXAM RM 4 FA w EXAM RM 3 01 A EXAM RM 2 FA V E E DOCTORS OFF. IJ �\ FAI I Q Y _ �— .. •PHARMACY mac.: ©�� i=A�i T WAITING AREA klW, - EXAM I - I E Verify exist. Fixtures LI-1 via Time Clock l2)12,12N,1IIIi 2IIIIi C3/4"C I, A UTILITY SODOCTORFF 3 ii . rL-------- ___}`-`_------ - ---------- --1-_------- ------- B B r---IP I I4LA 3 I , �\ _ �--- I I I I I 1 1`-S// I I ---- A MED. RM. '_-- - I SITE MANAGER MED. SUPPLY LI-1 E via Time Clock X2 i (PROCEDURE I r-�I' I° l i EXAM 6 I --I---1: 3 A ------ I II u anel LI Lr-------E-- -5 �- -_---- s `. — U 3 A --77 -� 3 i L-------- I r- l 1! E X 4 I II I II I I I 3 L---JI V I' X1 I II `—AIL------s' A EX 3 I A A I I I ---------- 3 A I I II 3 3 3 --------------� L-----J X31 r(�, rr L J �_____ I I L—J I ; 113 X2 SICK RM 1 i 3 :STORAGE B U A L X1 B C r===r-= �- ---- U EXAM 2 X1 -,I 3 �� ;---------- ---- -------- ----- ------------'� IL'aJ1 NEW BORN �3 -------------- NEW BORN --- A 3 A B I I:'II PED WORKUP I I A iL� FBpJ 1 I IIi II -IrC--I -rI EXAM 1 LIGHTING PLAN sc" 1/6' _ l'-w REFLECTED CEILING PLAN W." 1/6' = t'-W ELECTRICAL SYMBOLS 1O — OCCUPANCY SENSOR LUTRON LOS-CUS-2000- — OCCUPANCY SENSOR LUTRON LOS-CDT-2000- 3� — OCCUPANCY SENSOR LUTRON LOS-SIR- S — 120V SINGLE POLE TOGGLE SWITCH — DUPLEX RECEPTACLE -e — SIMPLEX RECEPTACLE GFI — GROUND FAULT INTERRUPTER Q - LIGHT FIXTURE - SEE SCHEDULE 0 - FLUORESCENT LIGHT FIXTURE - SEE SCHEDULE WP — WATER PROOF 3R — NEMA 3R NF — NON -FUSED QJ— DISCONNECT SWITCH _ — ELECTRICAL PANELBOARD ®— EXIT SIGN W/BATTERY BACKUP EMERGENCY/ EXIT SIGN W/BATTERY BACKUP EMERGENCY LIGHTING-W/BATTERY BACKUP ® — EXHAUST FAN — DATA/TELCO OUTLET ® — TELEVISION (AS REQUIRED) NOTES: 1. Contractor to verify color (Ivory or White) Wall switches and Occupancy Sensors. 2. Placement of all Occupancy Sensors is to be field verified for clear view of operation and ad'usted accordingly. Placement and type are to be verified wXonufacturers recommendations. FIXTURE SCHEDULE MARK MFG. CATALOG NUMBER LAMPS REMARKS A METALUX 2GC 432 A120V EE382 4-FO32/TS Lay In B METALUX 2GC 232 A120V EB81 2-FO32/T8 Lay In C METALUX BC 232 120V E881 2-FO32/T8 Wall D METALUX WS 432 A120V EB82 4-FO32/T8 Wraparound E LUMARK PLVR PW 26 120V 26W/PL Wall F METALUX SS 232 120V EB81 2-FO32/T8 Strip X1 SURE-LITES CC-3 WH 2-PAR36 Emergency Light X2 SURE-LITES LPX-70-RWH DH 2-PAR36 Emergency/Exit Light X3 SURE-LITES LPX-70-RWH Exit NOTES: 1. All switching to meet Florida Energy Code requirements. 2. All Emergency Exit/Lights to be wired ahead of any switching. ELECTRICAL &FECIFIGATiON5 1.1 SCOPE A. WORK INCLUDED: Include the Following Work in addition to items normally part of this Section: 01 Wiring for lighting and power. 02 Installation of lighting fixtures with lamps. 03 Lighting panelboards and distribution panelboards. 04 Connection of equipment shown. 05 Control wiring. 06 Disconnection and removal of existing fixtures and wiring not to be reused. 1.2 MINIMUM COMPLIANCE STANDARDS A. All work shall be done In accordance with the requirements of the following: 01 Latest adopted issue or the National Electrical Code, NFPA 10. 02 Other applicable NFPA Codes, 03 Regulation or local authorities having jurisdiction. B. Furnish and Install all labor, material and equipment and services necessary For complete and safe Installation of the electrical system indicated on the drawings and noted in the specifications hereinafter. Electrical systems and equipment shall In general include the following: 01 General provisions for electrical work- 02 Wiring, distribution equipment and devices. 03 Lighting Fixtures and lamps. 04 Grounding system. 1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK A. DRAWINGS: Electrical drawings considered diagrammatic and Indicate general arrangement of work and systems. Refer to other drawings to veriF9 location or equipment, etc. Check drawings of other trades to verify exact space condition or underground lines. Drawing Scales prohibit the Indication of all offsets, fittings and accessories required, however these Items will be provided by this subcontractor at no extra cost to the owner. B. QUALITY OF MATERIALS: New, best of their respective kind, Free from defects, and listed by Underwriter's Laboratories, Inc. or bearing their label. C. SHOP DRAWINGS: Submit Four (4) copies of shop drawings for lighting Fixtures and panelboards. Obtain approval before equipment is ordered, built or Installed. D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces For all electrical work E. visit site and Inspect existing facilities before bid In order to ensure proper evaluation of working conditions and location of existing equipment. 1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type TWWN (min. size: No. 12) any wire Installed outside, underground, in slabs, or exposed to moisture shall have THWN insulation. B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 Inch except as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless, comression fittings, and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT, continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required For wiring. PVC CONDUIT, heavy duty tyype, size as indicated. Separate raceways shall be used for each voltage system. C. DISCONNECT SWITCI-IE5: General Duty, horsepower rated for motor loads 60O or 250 volt rating, fused or non -Fused as noted! number of poles as Indicated, cover interlocked with switch. Enclosure NEMA I for Indoor use and NEMA 3R for weatherproof applications. Switch to be Square I'D" or equal. D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with manually operated insulated trip -Free handle. Multi -pole types with Internal common trip bar. Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10000 RMS symmetrical amperes circuit breakers to be Square I'D" or equal, type as required. E. PANELBOARDS: Voltage, phasing and ampere ratings as Indicated, circuit breaker type as Indicated, busbars of hard drawn copper, minimum W9 conductivity, galvanized steel back box, door and trim. All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi - concealed, 5 knuckle steel with nonferrous pins, IW degree openings. Minimum gutter space 5- 3/4" aides, top and bottom. Increase size where required by code. Dlrectorg holder complete with clear plastic transparent cover Indicating typewritten list of feeder cables, conduit sizes, circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type panelboards to be Square I'D' type NQOD or I -Line, or equal. A plastic label shall be located on exterior o panelboard Identifying the system voltage, phase, and current rating. F. WIRING DEVICES: All devices the product of the same manufacturer. Wall switches single pole, 20 ampere, 120 volt, similar to P t S catalog number 20ACI-Ivory. Wall switches throe -way, 20 ampere, 120 volt, similar to P t S catalog number 20AC3-Ivory. Receptacles duplex, 2 wiret 3 pole grounded, 20 ampere, 120 volt, similar to P t 5 catalog number 6300-Ivory. G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for special outlets. Provide blank plates For emptyy or Future outlet boxes. DEVICE AND DEVICE PLATES COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER, 1.5 LIGHTING FIXTURES AND LAMPS A. Furnish and Install complete system of lighting fixtures, lamps, accessories and supports as specified and indicated. Submittals of equal quality are allowed. IA6 GROUNDING SYSTEM A. EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all Ilghting Fixtures. All conduits shell have equipment grounding conductors. 1.1 INSTALLATION A. Secure all supports to building structure. Support horizontal runs or metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right angles to walls. B. Pass raceways over water, steam or other piping when pull boxes are not required. No raceway within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall be at least 2 inches from pipe cover. C. Cut conduit ends square, ream smooth. Paint male threads of Field threaded conduit with graphite base pipe compound. Draw up tight with conduit couplings. D. Leave wire sufficiently long to permit making Final connections, in raceways over 50 Feet in which wiring is not installed, Furnish pull wire. E. Verify locations of outlets and switches. F. Support panel, junction and pull boxes independently to building structure with no weight bearing on conduits. G. Connect conduit to motor conduit terminal boxes with flexible conduit! minimum 18 inches in length and 509 slack Do not terminate In or fasten raceways to motor foundation. H. If required, contractor shall provide a temporary electrical distribution system as requiredt 120/240 volts, I phase, 100 amp minimum For new construction. All temporary work shall be installed in a neat and safe manner. I. Contractor to remove and salvage all abandoned electrical equiment. J. This contractor shall warrant all labor and materials for one year from date of Final written acceptance. U C Q 0 L C 0 a) C 0 V) C L o U 00 O O N O 2 U W O U Z O (n Lv of � O E L) 3 Lv O m � tl1�� Lei I -S i � a�gLL m Ep o w m pLV `Vv F- t ac] iJJ z N Z M ci p_J a LLi Z Y m Q UJ m O U LL M C-O MN co CO ko ko co CIO W � q � A Mr �lOow N � O V � W O QI C9 A a w A w U l.� O Cri L.. N Zn1 Q) S_ A IL 0 W IL r v V Z � f- � U .4 M O Z W Q� L PROJECT NO. 2 005 - 0S DWG NO. FM I 1 1 � 1 . • , � n •S ICQ+�I�I. -1� •1' � I , .. ^.�! I 1 * 1 '.I-u 1 1 I u ►. ! NI •� 11 �4rl7�wrsla� I 1 . II r � � 7 ! 1 , T ill, 1 1 � r 1. ''1 11 � I I � 1 . 11 '1� r• ,, 1 � F 1 �-_� r �� Ir I _ � 1 _ 1 I II_11R1�R�R�1 I 11 rl I 11 ul 6Jlnlll AIl1 Tr �Ni�1LIIr1�e1111I�IiH�nSMRR7� I n I ■ �� r� I� AI rlwrllnru ■AIA�II err A�twA■ Ilr■urr � R■ $ ws�wrns I I l er�r11 r Ill n1 :� _I 7f � � ��+�li nlrrlPl ! tit _ll. _!n � n ItI I It nllrlA rrl�IpAwl�r�rI�T�r r!�rnr I >!r I r I � L �� ,— �r� Existing Malmo, Meters and Disc. (See Riser for modifications) 1-I5-23,25 Existing CU4 NOTE: CU's I, 2, 3, and 4 are all existing along with AH's I, 2, 3, and 4. Both GU's and AH's are to remain "As Is... Existing Mains, Meters and Disc. LIA-23,25 (See Riser for modifications) LI-29,31 L1-21,23 Existing �rlu3 / Existing �CU2 Existing CUI LI-2,4 (2)12,12N,12G,3/4 C ��' ® I IB-6 I I To exist. Recept. and Pan I LIB L19ht In Attic EXAM RM 6 d2" DOCTORS OFF ELECTRICAL LOAD CALCULATIONS: 120/240V 10 Service EXAM RM 5 LIGHTING KW 42" r GFI 5700 sq. ft. @ 3.5 per = 19.95 Exterior Bldg. Lts. 0.14 20.09 LIB-S 42 1.25 X Continuous Load = GFI 20.09 X 1.25 Sub Total 25.11 EXAM RM 4 RECEPTACLES 1st 10kw at 100% + m 50% Remainder = 10.00 31880 x .5 = 15.94 Sub Tota 1 25.94 lag L 42 GFI EXAM RM 3 HVAC (Heat) (2) AH's W/10kw Heat ® 11656 ea. = 23.31 (2) AH's W/8kw Heat Cam? 9176 ea. = 18.35 Sub Total 4Leo (o MISCELLANEOUS (3) Water Heaters ® 4500 = 13.50 TOTAL 10 LOAD 106.21 KVA 442.5 Amps Service = 510 Amps 120/240V 17 3Wire SN SNORT CIRCUIT GALGULATIONS: 50551 (Worst Case) SC - I + 2(10OX50551) 06613X240) I csc = 15856.5 AIC Wireway I SC = 9463.1 AIG 400A Fused Disc. SG = 4910000 AIC Let Thru m 400A Fused disc w/400A Fuses SC = 9463.1 AIC 200A Main CB Panel LIA I SC = C0000 AIC Panels LIA, LIB Upgrade Groun DOCTORS OFF. LI5-21,29 LIA-21,29 Existing Existing LI5-2,4 AH4 CLk AH3 (2 )12,12N,12G,3/4"C To exist. Exist. Exist Recept. and LI tic �Exist. I-IB-IS .111-43 � 42" LIB-I6 I DR. OFFICE I GFI 4? I Panel LIA Exist. Exlat. Exist. :LIA-8 (2)12,12N,12G3/4"C i i t I I "PROCEDURE ' �� i 7� 4 1 1 IA L-0,2 I ' 1' '; UTILITY ' �-- ~---- I Z" I y GFI LI-10 4 BREAK RM I DOCTORS OFF. x...7 ;; DOCTORS OFF. I Panel L1 r--� ' EXAM 6 a'It u------ u LIA-6 ' LI-33�5 i i Fi_____-- d2" 11 LI-2521 4T" GFI 11 Existin i i i i� GFI ' i i Existingr`-------- - ----- g 11I IL II Lr ----------- C__________________ _"___________5 �`--- AHI Exist. ------ AH2 7o exrat. , LIA-14 LIA-IS Recept. and EXAM 5 2 LIA-2,4 Exist Lrght In Atei Exist i (2)12,12N,12G,3/4"G 421- 1-I-6 B L N,12G3/4"G Ii; LI-20I " I L__________J L1-28 (2)1212 LIA-16 MED. RM. 42LIr --ri�- GFI (REFERRALS i `ILA1 42 LI31 42" I 1 f I tpyI I I I I I I 42" 2" 42" I t� IL J I I I I I GFi , 1 , I I , Exist. ' OF I I I 42" I HI LI I -- - 42" EXAM 4 GFI , I MEDICAL RECORDS MED SUPPLY II =_ ____=====r; I ® rt n 42" WAITING RM TECH. i GFI PHARMACY SCALE 2" 42" LIB-2o� II LIB-10,12 (2 )12,12N,12G,3/4'IG EXAM RM 2 EXAM RM 1 I r GFI ® LIB-14 BH VISITING NOTE: Where Exiet.Electrical Equipment is to be removed. Patch and repair walls to match existing. Remove (3) existing meters and Install (1) new meter to supply all (3) units. Where shown replace feeders to existing existing mains. Relocate main for Unit 31922 as shown and Install J-Box to connect new feeder. 2 Sets ea. (2 )3/0,3/ON,3G,2 "C (2)3/0,3/ON,6G,2 C UNIT UNIT UNIT Relocated main. 31918 Existing 31920 Existin�q 31922 400/2 '- I I 0012 200/2 I I �" I O Ma in Ma In Ma In Meter DS Me er; CB ;Meter; CB I P RGS J Existing Wirewa GT (if required) (2 )3/0,3/0N,6G,2 "G al/0 CU Extend to metal water line or building steel in accordance with NEC 250. _ Minimum (2)5/8"7 Copper Clad Ground Rods spaced 10, apart. 2 Sets ea. (3)250kcmll,2.5"C From Utility Transformer RISER DIAGRAM NTS No Changes in this service. UNIT UNIT 31922 Existin�q 31924 -G.JV � I , I I , , I I I Main, Meter; 1 Meter," CB I I I 1 ■ Existin Wirewa ■ PACES iL--- - ------ L-----42I i J -- -- - ------ I l i I SITE MANAGER 42" TECH-2 EXAM 3 L- n 42 --- l I I I II I I II 4? " �I 11 LIA-20 FRONT OFFICE i I l i r- n I ---- _-------J� L-----J II 1 1-I-14,16 (2)12,12N,12G,3/4"G I L Li-26 4, I i ---- GFI ------,-�_-----1 II I SICK RM �; i STORAGE II " EXAM 2 ib I I�-------- - - -----1 j e I IC'�i J I I NEWBORN L1-8 FAMILY WAITING WAITING AREA ------- EXAM 1 NEW BORN ' PED WORKUP 42" I I 1 I F_ _ I I L J I I r�1 I I 1-01 \00111, A POWER PLAN SCAE i 11r s i'-V NOTE: All Receptacles, Computer, TV Outlet locations are to be verified with Owners PANEL "L1" SCHEDULE Existing Panelboard SERVES L B CKT B/P L SERVES 2A �g 2A 2B Exam I-1 Lights 1540 2011 1 2 20/1 1080 Exam 4,5b Recept. Corridor Lights 1090 20/1 3 4 20/1 1080 Exam 1,2,3 Recept. Lab,Med,Site Lts. 1220 20/1 5 6 20/1 1000 Exam 3A,5 Comp. Exterior Bldg. Lts. 100 20/1 1 8 20/1 1250 Examl,2Nebrn Work Spare 20/1 9 10 20/1 1000 Exam 6,ProceclUtility Spare 2011 11 12 20/1 1250 Med Supply comp. Space 13 14 20/1 1440 SiteMed Recept, I 15 16 20/1 1260 Sick,Wa it Work Recept. 11 18 20/1 1500 Counter recept. 19 20 20/1 1000 Tech-2 Comp, CUI 3624 40/2 21 22 20/1 1000 Refrigerator 1 3624 1 23 24 20/1 1200 Freezer AHI 5828 10/2 25 26 20/1 1200 General Recept. 1 5828 1 21 28 20/1 1500 Lab Counter CU2 3624 40/2 29 30 20/1 1000 Lab Comp. 1 3624 1 31 32 20/1 1500 Copier/Fax AH2 5828 10/2 33 34 30/2 2250 Water Heater I 5828 35 36 2250 5ub-Total 890 3166 1410 12290 Total 031 9950 66118 - 215.5 Amps Connected -- - - - - 51622 = 215.1 Amps Demand Notes: 400A MLO 120/240V 17 3W SN PANEL "LIB" SCHEDULE Existing Panelboard SERVES L B B/ CKT B/P LOB SERVES 7A 7A Exam 2-6 Lts. 1404 20/1 1 2 20/1 1080 Rine 5,6 Recept. Corridor Lights 1128 20/1 3 4 20/1 1080 Rms 2,3,4 Recept. Space 20/1 5 6 20/1 1000 Comp, Recept. Space 20/1 1 8 20/1 1000 Comp. Recept. Spare 9 10 20/1 low visit, Paces Recept. II 12 20/1 10,90 Rm I Recept. 13 1 14 20/1 1000 RmI.VISit,Paces Comp 15 I6 20/1 1000 Tech, Comp. 1'1 18 20/1 1000 Tech. Comp. 19 20 20/1 1000 Genera I Recept. 21 22 Space CU4 3840 40/2 23 24 1 3840 1 25 26 AH4 w/Heat 4588 50/2 21 26 1 30/2 2250 Water Heater 3 1 4588 1 I 1 29 30 1 2250 1 1 1 Sub -Total 9832 9556 1410 1410 iota I 1242 6966 34208 = 143.1 Amps Connected - - - 21001 = 112.5 Amps Demand Notes: 200A MLO 120/240V 17 3W SIN. PANEL "LIA" SCHEDULE Existing Panelboard SERVES L B CKT B/P L SERVES ?A Og �A �B Rcds,OFF,Phar Lts. 1332 20/1 1 2 20/1 1260 OfriceBrk Recept. Family,Sick Lts. 1318 20/1 3 4 20/1 1260 OfficeBrk Recept. Spare 2011 5 6 20/1 1000 Office Comp. Spare 20/1 1 8 20/1 1200 ReFirgerator Space 9 10 20/1 1200 Disposal II 12 20/1 1500 Counter Recept. 13 14 20/1 1620 Rer,Phar,Off Recept. 15 16 20/1 1000 Ref,Phar,Off Comp. 11 IS 20/1 1260 Mad Rcds,Wa it Recept 19 20 20/1 1000 Mad Rcds Comp. 21 22 Space CU3 3840 40/2 23 24 1 3840 1 25 26 AH3 w/Heat 4588 50/2 21 28 30/2 2250 Water Heater 3 1 4588 1 29 30 1 2250 1 5ub-Total 9160 9806 8590 B210 Tota 1 8350 8016 36366 - I52.9 Amps Connected - - - -- 28214 - IIl.6 Amps Demand Notes: 200A MLO 120/240V 17 3W SN U C 0 t_ 0 C N N O O 0 L N c i O U 00 O O N O 2 C5 a O U W Q 0 Cn Z O_ W C c 00 p �sE M VVV M 78�ea zLL ag m�N ca 'I F- m c W p a z z 3 0 Q N ft) x m� m �� m Cr O a Z Y Q c_ N U m Q Ld m gym' Of U LL W CO e M � M N I I 00 WN C2 �! h ko M. M M 4 Z x A (L �NQ� WOo�I :ZqW�A a 1 C4 W �V � O W a1 0 4 �► c�� i 4 a w A W Y) U C.0. C� O (� L Z IL N z n-1 0 ' n_ W U LLJ ILL U_ �[J ttl O 0 W 1 n� 1L PROJECT NO. 2 000 - 0S DWG NO. rZ 2 i