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HomeMy WebLinkAbout3767 Orlando Dr 03-1914 Sprinklers Tunnel Car washZ/ / / 4" GV TSR ELEC BELL r1 RISER DETAIL': SECTION VIEW : N.T,S." UPPER LEVEL BASEMENT LEVEL Al CONC. DECK POWDER -DRIVEN STUD ALL -THREAD ROD HANGER RING TOP BEAM CLAMP ALL -THREAD ROD HANGER RING EMP LOUNGE O R /'R L J � � 1 CAR WASH BAY ------------ /. ---- II I ENTRY I I LOBBY vE IDl',1G PARKING li -- " — --- q9n, INSP TEST 1t/21 t/2„20 ( 16I� � o i n;• .j,,Y 2„ „1 1 2„ I 11/4 L L__o 21 2 2-0 10 10-0 0 10-0 O 10-0 � 1O ALL U.G. PIPING AND MATERIAL TO BE o DONE IN ACCORDANCE WITH NFPA 24 � o l 1:1 El El 22 2„ 1 t/2„ 1 t/2„ I t/a" 1" 2-0 15 10-0 to 10-0 13 12 10-0 10-0 tt r' - TSR ..--4" r. 7--------- _.------------------ _._...._- 146-0 — I GEYVE'R_AL NOTES NFPA 13 - 1999 ED. ALL WORK TO BE DONE IN ACCORDANCE WITH NFPA 13. HANGER MATERIAL AND SPACING TO COMPLY WITH NFPA 13 SERVICE BAY - ORD. HAZARD GRP II 130 SQ.FT. SPACING MAXIMUM .2/1500 SQ.FT. 250 OUTSIDE HOSE ALLOWANCE ADDED 34 0 REL 1 /2" 200 DEG. BRASS UPRIGHT 2" t „ 1 /2 1 t 1 t{ , / 1„ 2-10 T0_10 3-7 ❑ 6-5 100 9=0� 0 , 0 2 _� i 1„ 1-0 t I' I I' I It IN •-'11/2" —'it/a" 9-0 4-D 10-0 9-0 o 0 o 2 I .. 1-0 11/2L 1 0 r 9-0 4-D 10-0 3-7 I '6IS 9-0 r7 11 ill III L� CORRIDOR R/R Er STOR � OFFICE OFF O R/R__i ICE O� FIRE PROTECTION PIA N a� RECE-11/0'_4 'Ad MAY REVISED: CREDIBILITY m in NO. OF SPRKS: INTEGRITY 34 DATE: MAY 9, 2003 FIRE PROTECTION OF ORLANDO, INC. 3801 EAST SR 46 SANFORD, FL 32771 SCALE: 1 /8"=1'-0' (407) 323-4200 DRAWN BY: LES JONES AHJ: CONTRACT WITH: CITY OF SANFORD OWNER TUNNEL CAR WASH FAVILIT Y 3767 S. ORLANDO DRIVE SANFORD, FL SHEET 1 of 1 CONTRAC�INQ: 53523 `�C�(101 Crrt. Cv � Ne�S UPPER LEVEL ELEC BEI BASEMENT LEVEL AIN EMP LOUNGE U21, EQUIP ❑ ❑ CAR WASH BAY ❑ CORRIDOR R II � i ENTRYILI LOBBY � ,�� 7­1 PARKING I �j VFNDIH' I I L L— L - r— II R/R STOR INSP TEST DO11�2. 11/2" 11/4" 1.. 1.. 3-60 [16 O 101 03-0 0 N �E'VI 3A'i i 2 L�IL2J - OD FIRE PROTECTION PLAN 231 2-0 � a� 10 10-0 O 10-0 10-0 0 `J 10-0 n ALL U.G. PIPING AND MATERIAL TO BE o I DONE IN ACCORDANCE WITH NFPA 24 "' o 22 2„ 11�2" 11�2'. 11/4" 1 2-0IS 10-0 10-0 10-0 10-0 \ = 14 13 8 II IN \ iSR 4.. _ _ -_...--- ----J _14 ---------- ----------- _----.---_._. -- -- 146-0 GENERAL NOTES NFPA 13 - 1999 ED. ALL WORK TO BE DONE IN ACCORDANCE WITH NFPA 13. HANGER MATERIAL AND SPACING TO COMPLY WITH NFPA 13 [SERVICE BAY --ORD. HAZARD GRP II 130 SQ.FT. SPACING MAXIMUM .2/1500 SQ.FT. 250 OUTSIDE HOSE ALLOWANCE ADDED 34 0 REL 1 /2" 200 DEG, BRASS UPRIGHT 2„ 11/21, ,. 1 1/4" 1.. 2-10 ;__l Q'0 3-7 6-5 10=0 0 I Q 2" 1-0 1,2� 71 1, ' j y2" n L✓I 11/4 D 1.. 1 1 9-0 4- D 10-0 10-0 9-0 o o ° S=:''.� _ 31SEMEIdT 2° n � ,-O 11,2a 11 L�11/2., 11/41' 0 9-0 4- 10-0 3-7 I 6'S 9-0 I I � II ;DECEIVED MAY 14 2003 RISER DETAIL': SECTION VIEW' N.T.S. n . Anr K O V ILK V L. Pkm_,L> / / / IS ELEC BELL r� PISEP DETAIL: SECTION VIEW : N.T.S. UPPER LEVEL BASEMENT LEVEL 41N CONC. DECK POWDER -DRIVEN STUD ALL -THREAD ROD HANGER RING HANGER DETAIL N. T. S. TOP BEAM CLAMP ALL -THREAD ROD HANGER RING m u E EQUIP EOUIP ❑ ❑ CAP 'A/ASH BAY ❑ n r- _ CORRIDOR EMP LOUNGE L�l OFFICE O O INSP TEST 2., 2.,11/2"11/a., 20 3-6� 78'l6 (it7 =0 3-0 10-1 (D 0 :. 231 2" 11/4L OD FIRE PROTECTION PLAN- 2-Os 10-0 10-C s 10-0 10-0 a D O O O O ALL U.G. PIPING AND MATERIAL TO BE o DONE IN ACCORDANCE WITH NFPA 24 o 22 2" 11/2" 11/2" 11/4. 1 , \ 0 2-0 15 10-0 1a 10-0 13 10-0 12 10-0 11 IN ------- 4----------------1 146-0 l I I U R R ENTRY II Ey(LOBBY PARKING I I � 'vENDIt`1G I O T\T Fl R/R__s STOR GENERAL NOTES NFPA 13 - 1999 ED. ALL WORK TO BE DONE IN ACCORDANCE WITH NFPA 13. HANGER MATERIAL AND SPACING TO COMPLY WITH NFPA 13 SERVICE BAY - ORD. HAZARD GRP II 130 SO.FT. SPACING MAXIMUM .2/1500 SOFT. 250 OUTSIDE HOSE ALLOWANCE ADDED 34 O REL 1 /2" 200 DEG. BRASS UPRIGHT 2,. 11/2 1 1/ 1/4. 1 2-10 T0l0 3-7 ❑ 6-5 r 1010 0 r� 0 2" n (� 1-0 11/2ID 111), 11/2" 9-0 4- 10-0 10-0 9-0 0 CDSEA?MICE 0 BASE`iLlI IF 2° 1-0 11/21I 11 _ 11/2" 11/a,. 9-0 4- 10-0 3-7 6-5 9-0 Lo RECEIVED MAY 14 2003 v te [ Ck ('cxtjeoS UPPER LEVEL ELEC BELL BASEMENT LEVEL 4IN EMP LOUNGE Eu 1 /,, E OJIP CAR WASH BAY ❑ ❑ � Z - f-CORRIDOR R ENTRY LOBBY PARKING VENDING 77 II R/R STOR O O INSP TEST 20 3-60 [16 O �0=0 0 1Cr0 O 10l 03-0 0 i i ..� OD FIRE PROTECTION PLAN 2-0to 10-0 10-0 10-0 0 10-0 O O O O ALL U.G. PIPING AND MATERIAL TO BE o DONE IN ACCORDANCE WITH NFPA 24 "' o 22 2„ 11/2„ 11/2„ 11/4„ 1 , 2-0 10-0 10-0 10-0 10-0 \ \ = 15 14 13 12 11 \ \\ 4"-------- - - - - -� 146-0 - GENERAL NOTES NFPA 13 - 1999 ED. ALL WORK TO BE DONE IN ACCORDANCE WITH NFPA 13. HANGER MATERIAL AND SPACING TO COMPLY WITH NFPA 13. SERVICE BAY - ORD. HAZARD GRP II 130 SQ.FT. SPACING MAXIMUM .2/1500 SOFT. 250 OUTSIDE HOSE ALLOWANCE ADDED 34 O REL 1 /2" 200 DEG, BRASS UPRIGHT I 1 N I 2" 11/2" p T 11/4" 2-10 10}0 - 3-7 ] 6-5 �TO,0 9-0 0 0 2" 1:111/2" n 1-0 11/21 11 9-0 4-D 10-0 10-0 9-0 o CDT ° SERVICE BASE', 2" l(,� 1-0 1 1/21�, 1 1 ! J 1 1/2� 1 1/4V 0 9-0 4- 10-0 3-7 6'S 9-0 k.. RISER DETAIL: SECTION VIEW ' N.T.S.' I Cf I . Pcaijl�K Syr W-K� StrucWrd Dedgn CrRer'n FLORIDA BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE- 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY E APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq. ft. = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. _ (interior) (-)26.9 ZONE 4 = 50 sq. ft. _ (interior) (-)25.4 ZONE 5 = 20 sq. ft. _ (corners) (-)32.4 ZONE 5 = 50 sq. ft. _ (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 - 100 sq. ft. _ (interior) (-)24.2 ZONE 5 = 100 sq. ft. _ (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0° and 10° ZONE 1 = 10 sq. ft, _ (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq. ft, _ (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. _ (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10° and 30' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0° and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft, = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10° and 30' ZONE 1 = 10 sq. ft, = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. _ (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq, ft, = - ZONE 2 = 10 sq. ft. _ (-)43.9 PSF ZONE 3 = 10 sq, ft, = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP (SHINGLES 10 PSF ROOF DEAD LOAD N/A 10 PSF ROOF DEAD LOAD TILE) N/A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Qenera� Roor Man No�es 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1 A Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition r=,,quired prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services:. Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. aFoob(ag�8 Total Car wash Tunnel 2269 CJ Service Area 1349 Lobby/Office 2091 Equipment Rms. 780 C] Employee Lounge 331 CJ Service Basement 1595 CJ TOTALS: 84151J Term'Re Pro�ecton CrRer'R 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FB(; SECTION 1816.1.6), 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7). 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. Hazardous Qhzhe-,-� Locatons 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in on individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq. ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces wi'L yin 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. I .. arl No$ Nips-lowni Em o no - .... do 1. TREADS AND RISERS RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN, AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN. EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES. THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE. EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH, OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD. AS PER FBC - 1007.3/7.3.1 2, STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD. EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS. AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH, EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL. AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE, WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 no, 0 T i 00 0 xx �O 0CM T cm 0 V) n1 L 4-1 O U O V) V) Q Q ? La p V 6 W - a o N J' Z a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS, NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. -0 -0 -0-0-0 -61 rn m rn o, Ln Ln �MLO N N 00 O O U�' E �E I:3 N U �J N 41 0 C: a) m (i 0 0) E � � Q a a� o E a� 0 U (n J W Lil (n DATE 4- 21- 2003 REVISIONS 1 B 05-15-03 1-2 STAIR NOTES SCALE N/A JOB NO, 02100ALEN DRAWN MH/JLH/CC/EZ/GD REVIEWED DH w �w o� rd E-+ 0 a w t� o a� a o 124 H a Contents: o General Notes 0 0 0 0 0 0 SHEET A-2 OF 26 FLORIDAr__� Kera S�rucWrd DedU,�Jn Cm R BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq. ft, = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq, ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft. = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0° and 10° ZONE 1 = 10 sq. ft. _ (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq, ft. _ (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. _ (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30° and 45° ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft, _ (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0° and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10° and 30° ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq, ft. = - ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD ROOF DEAD LOAD BUILT UP ROOF DEAD LOAD SHINGLES N/A ROOF DEAD LOAD TILE) N/A ROOF DEAD LOAD METAL) 20 PSF 10 PSF 10 PSF 25 PSF 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Generd Roor Man No�es 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition quired prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services; Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. Total Car wash Tunnel 2269 CJ Service Area 13491J Lobby/Office 20911J Equipment Rms. 780 Employee Lounge 331IJ Service Basement 1595 C1 TOTALS: 8415IJ Term'Re Pro�ecton CrRer'R 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2, CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4), 4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC, SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FB( SECTION 1816.1.6). 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7). 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION, 0 C�azQe�rdoas QhJnQPLoca�nns 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions; 1. Exposed area of an individual pane greater than 9 sq, ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. M NNIN I � .9 s0m. . 1. TREADS AND RISERS RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN, AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN. EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES, THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE. EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH, OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD. AS PER FBC - 1007.3/7.3.1 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD, EXCEPT; HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS. AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH. EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL, AS PER FBC - 1015.3 7, SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE. WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 0 O = aS of $oo 73 ri M y 3 � ro z 0 V)^, W '= 4-) o w _ O U o V) V) tf Q Q C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS, NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. -E] -EI -E] -0U-0 -0 ID n � N � co U �'C N �N cS � o 0 U N J + a C: a) m (A J E >, a) L a 6 o a- E a) O I-- U cn J Li W (n DATE 4- 21- 2003 REVISIONS &BOL5-15-03 STAIR NOTES SCALE N/A JOB NO, 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH 0�w 44 I w rd E- a �41 Q U 0 0 Ix H a Contents; o General Notes 0 0 0 0 0 0 SHEET A-2 OF 26 S4rucWra0 DedQpn CrRema FLORIDA BUILDING cone zoo BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq. ft. = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq, ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft, = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq. ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft. = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0' and 10' ZONE 1 = 10 sq. ft. _ (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq. ft, = (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. = (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq, ft. _ (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft, _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft, _ (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0' and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft, = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq, ft. = - ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD (SHINGLES) N/A 10 PSF ROOF DEAD LOAD TILE) N/A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. GenerW Roor Ran No�es 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. q r6;N FOgC0 Total Car wash Tunnel 22691J Service Area 1349IJ Lobby/Office 2091IJ Equipment Rms. 7801J Employee Lounge 3311J Service Basement 15951J TOTALS: 84151J Term'RePra�ecton CrRer'R 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2, CONDENSATE AND ROOF DOWNSPOUTS SHALL. DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES, EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-O" OF THE STRUCTURE SIDE WALLS (FB ; SECTION 1816.1.6). 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7). 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4), 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. Hazardous Qhzh 1 Locafionsi 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing Is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq, ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. ,11 'Minn 1. TREADS AND RISERS RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN. AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN. EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES. THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE. EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH. OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD, AS PER FBC - 1007.3/7.3.1 2, STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD, EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS. AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH, EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6, OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL. AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE, WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT, AS PER FBC - 1007.8 2 O0 p1 O O Z 0 C3 C� z 0 a) CP O U 0 W U a Q aS N Lq 9Wo� >- o n: z '� Lq a: C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS, No UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. rn rn o � u7 Lo 0 F�L00 nn �J N n 0 O 0 UL �' � O N O 0 J W m O O °' ( �E _' Q 3:U T Q O U I- �' a W 0 U E Q) 0 U (n J Ld W (n DATE 4- 21- 2003 REVISIONS B 05-15-03 1-2 STAIR NOTES SCALE N/A JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH .-J CQ 0 Urnw 44 co I w H rd U �4 a rn 4-4 (� U O w a4 a U 0 Contents: 0 General Notes 0 0 0 0 0 0 SHEET �e� S�rudurd Des'gn CrRer' FLORIDA BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS; BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT 46 TOTAL PEOPLE 011,I11�9L110 WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq. ft. = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq. ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft. = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0° and 10' ZONE 1 = 10 sq. ft. _ (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq. ft. _ (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. _ (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10° and 30' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft, _ (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45° ZONE 1 10 sq. ft. (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft, _ (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0° and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10° and 30' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq. ft, = - ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD SHINGLES N/A 10 PSF ROOF DEAD LOAD TILE) N/A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. � • �U1c�[�C� [� �Oo �c� o C� �l g Total Car wash Tunnel 2269IJ Service Area 13491J Lobby/Office 20911J Equipment Rms. 780IJ Employee Lounge 3311J Service Basement 1595 1J TOTALS: 8415 d Term'Re Pro�ednn CrRer'R 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT1 (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FBC SECTION 1816.1.6). 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION, ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7). 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7), 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. Hazardous QkJmc7 Locatoons� 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing Is less than 60 Inches (1524 mm) above the drain Inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions; 1. Exposed area of an individual pane greater than 9 sq, ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. 1. TREADS AND RISERS RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN, AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN, EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES. THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE, EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH. OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD. AS PER FBC - 1007.3/7.3.1 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD, EXCEPT; HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS. AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE NOT LESS THAN 42 INCHES HIGH. EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL. AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE, WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 T y p1 2 � C) !(000 p M 0 C 3 CL �� C (n +, L 0 U 3 0 U W s q 12 Al IT �\ y �6�pgC 4 d O o LaQ§ ,tea C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS, NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. '0 'El 'El 'El '0 -,] rn - o � u7 u7 F'1-] F,�L N n �Irn N_N r- 00 O 0 U �4-1 C a a)�oE F- N U J O a� m � 0 0 (1) V) � 3 U A Q 0 V 8 I- � o � C)a �- DATE 4- 21- 2003 REVISIONS [&�0%5-15-03 IR NOTES SCALE N/A JOB N0, 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH _,1 o 00)w r� I ,v o rx Q 0 O �aU 0.4 H a Contents; o General Notes 0 0 0 0 O 0 SHEET A-2 OF 26 S�rudun�J Dedan CXRem'a FLORIDA BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT 46 TOTAL PEOPLE WIND LOADS WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq, ft. = (interior) (-)28.1 ZONE 5 = 10 sq. ft. = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft. = (corners) (-)32,4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq. ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft, = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0° and 10° ZONE 1 = 10 sq. ft. _ (+)10,5 (-)25.9 PSF ZONE 2 = 10 sq. ft, _ (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. _ (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45° ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft, _ (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0° and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq, ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft, = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP (SHINGLES 10 PSF ROOF DEAD LOAD N/A .10 PSF ROOF DEAD LOAD TILE) N/A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Genera� Roor Man 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1 A Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements), D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. a g Total Car wash Tunnel 2269 CI Service Area 1349 1] Lobby/Office 2091 b Equipment Rms. 7801J Employee Lounge 3311J Service Basement 15951J TOTALS: 84150 Term'Re Pro�ecton CrRer'R 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FBC SECTION 1816.1.6). 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7). 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. Hazardous QhJnQp Loca�'nns 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq, ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor, 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. all I Mm r1wer.,111 1. TREADS AND RISERS RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN. AND A MINIMUM HEIGHT OF 4 IN„ TREADS SHALL BE A MINIMUM OF 11 IN. EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES, THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE, EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH. OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD, AS PER FBC - 1007.3/7.3.1 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD, EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS, AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH. EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL. AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE. WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 T p1 = 00 �O 0 0 Z 7�� C3 rn0 c L � a) C L5 - 0 U o V) v V) :c Q e C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE of ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. -0 -F-I EI I-) U 0 E] m � r- o � u7 Ln I)L ON F,n �I v (NiN n 00 0 0 UL oN v WW F- Q) U J +� a N Q O m J \E �W 3 .Q.. n .> Q I - > a v o uE i U V) J W w (n DATE 4- 21- 2003 REVISIONS 8B�OT5-15-03 SAIR NOTES SCALE N/A JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH O U 0) s~ 0 $_4 cn Q U 0 a Contents; o General Notes 0 0 0 0 0 0 SHEET A-2 OF 26 S�rudurd Dedun CrRer'R FLORIDA BUILDING coot xooi BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY E APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28,1 ZONE 5 = 10 sq, ft. = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq. ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft. = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0' and 10' ZONE 1 = 10 sq. ft. _ (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq. ft, _ (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. _ (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq, ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq, ft. _ (+)14.9 (-)50,1 PSF ZONE 3 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0° and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD (SHINGLES) N/A 10 PSF ROOF DEAD LOAD TILE) N/A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Generd Roor Man Ndes 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. •�l��C� �UoO�a.oC� g Total Car wash Tunnel 2269 1J Service Area 1349IJ Lobby/Office 2091 ci Equipment Rms, 7801J Employee Lounge 3311J Service Basement 15951J TOTALS: 84151J Term'Re Pro�ecton CrRer'R 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4), 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816,1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC, SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FP C SECTION 1816.1.6). 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7). 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING, THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16, TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. rlcg2Q6�, rdous G"hzong Locatons 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq. ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. I Turnse-05m,. I am RE I 1 01 1. TREADS AND RISERS RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN. AND A MINIMUM HEIGHT OF 4 IN,. TREADS SHALL BE A MINIMUM OF 11 IN, EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES. THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE, EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH. OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD, AS PER FBC - 1007.3/7.3.1 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD, EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS. AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH. EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL. AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE. WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 T 2 01 O � C3 oo z o a) W O U 0 V) a a CL � eta h� Z I= w C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS, NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. -0 -0 -0-07 5 �.o 't oo rn N N r-, Ln 0000 Oo 00 U -1 ° I- N U J N O 0°'m � Q 0 > Q ° E a) o I- U (n J W W (n 00 DATE 4- 21- 2003 REVISIONS JAB 05-15-03 STAIR NOTES SCALE N/A JOB NO, 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH 7;1 C\2a I ��rd H a �4-1 CO q 0 a p�U 0 a H a, IlL Contents: 0 General Notes 0 0 0 0 0 0 SHEET A-2 OF 26 S�rucWrd Dedon CrRen'a FLORIDA BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT' 46 TOTAL PEOPLE WIND LOADS WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq. ft, = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq, ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft, = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0' and 10' ZONE 1 = 10 sq. ft. _ (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq, ft. _ (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. _ (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. = (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft, = (+)14.9 (-)50.1 PSF ZONE 3 - 10 sq. ft. _ (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0° and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD SHINGLES N/A 10 PSF ROOF DEAD LOAD TILE) N/A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Generd Roor Man Ndes 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate al offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both, 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. 45)oC� S Total Car wash Tunnel 2269IJ Service Area 13491J Lobby/Office 2091IJ Equipment Rms. 7801J Employee Lounge 3311J Service Basement 15950 TOTALS: 8415 C] TermRe Pr�o�ecc,�oor� CrRena 1 • GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 It-,!CHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1,3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5), 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (I IBC SECTION 1816.1.6), 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION, ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7), 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3), 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION, Hezardous Qkm" Loca Qbns 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq, ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. 1. TREADS AND RISERS \/ RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN. AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN, EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES, THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE. EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH. OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD, AS PER FBC - 1007.3/7.3.1 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD, EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS. AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH, EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL, AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE, WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 ?2 o �itoto to to v z V) a) + , � 0 U 3 0 U Q 511f){f��A a,� =o�W F-8Z�F Vl Y 1 0 'a z C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. '0 '0 '0 '0'E] 'El 'F-I rn rn CD r- Ln rn Ln F,10L N n N 00 0 01 h- U J N cQ cam vi U \ E � � J 3 U T 0 U 1-- �J > -0 a'> a) �o 6- E a� U (n J W W (n DATE 4- 21- 2003 REVISIONS B 05-15-03 1-2 STAIR NOTES SCALE N/A JOB NO, 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH w dI I FC-4 r'-b H 0 Q U a� a4 o 1:4 � E' a Contents: 0 General Notes 0 0 0 0 0 0 SHEET A-2 of 26 S�r�uc�f��r�a0 Dedgn CrRena FLORIDA BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq, ft, = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29,3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq. ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft. = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0' and 10' ZONE 1 = 10 sq, ft, = (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq. ft. = (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. = (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq, ft. = (+)14,9 (-)50,1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. = (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq, ft. = (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq, ft. = (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0' and 10' ZONE 1 = 10 sq. ft, = - ZONE 2 = 10 sq, ft. = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq, ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq, ft, = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD SHINGLES N/A 10 PSF ROOF DEAD LOAD TILE) N/A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. GenerW Roor Pan No�es 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition :required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. �q u�Q) r Foocc Total Car wash Tunnel 2269 (J Service Area 13491J Lobby/Office 20911:J Equipment Rms. 780 CJ Employee Lounge 331 d Service Basement 15951J TOTALS: 8415 EJ TermRe Pro4ecfion CrRen'a 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4), 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1,3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1,4), 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FE'C SECTION 1816.1.6), 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1,7). 13, A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816,1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. Hazardous Ghz'� Loca��-ons 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq, ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor, 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. 1. TREADS AND RISERS `/1 RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN, AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN. EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES, THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE. EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH, OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD, AS PER FBC - 1007.3/7.3.1 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD. EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS, AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH. EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL. AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE, WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT, AS PER FBC - 1007.8 no, TT. O� 2 cotf-= 0 o M O CM z o gFOro FO ro 0 �J� W a) +, L o ° U o V) U a xaw a: y d oa z C C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS, NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. E] 10 E] 1EI � rn 6)r- o uo Ln ON I) N ro I\ Ln DD O 0 0 UL 4-1 C: E 0 N U J i_ U m O °' 0 -J p Q> ~ v� Q) o 6- E w U (n J W W (n DATE 4-21-2003 REVISIONS B 05-15- 03 1-2 STAIR NOTES SCALE N/A JOB NO, 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED k. DH 4-j 0 � I w �b a o q 0 a4 � a �' a Contents: 0 General Notes 0 0 0 0 0 0 SHEET A-2 of 2 6 TAX ID NUMBERS: 11-20-30-300-0300-0000 & 11-20-30-10-0000 CIVIL ENGINEER: RICK HOEPNER P.E. (#23319) (PH#. 407.898.4752) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE@AOL.COM LANDSCAPE IRRIGATION: DAVID WICKHAM, ASLA, FIS, MS (407.328.1586) 722 POWDERHORN CIRCLE LAKE MARY, FLORIDA 32746 DAVIDATDWA@AOL.COM PROJECT INDEX: SHEET•: DESCRIPTION: C-101 EXISTING CONDITIONS C-200 SITE PLAN C-201 PAVING & DRAINAGE C-301 UTILITY SITE PLAN C-400 CIVIL DETAIL SHEET C-401 CIVIL DETAIL SHEET C-402 LIFT STATION DETAIL SHEET #1 C-403 LIFT STATION DETAIL SHEET #2 C-405 CIVIL DETAIL SHEET AD-601 PLANTING PLAN AD-701 IRRIGATION PLAN E- i 04 ELECTRICAL SITE PLAN E-201 SITE LIGHTING PLAN, DETAILS AND FIXTURE SCHEDULES E- SITE LIGHTING PHOTOMETRIC PLAN AND DATA E-401 ELECTRICAL RISER__ DIAGRAM GENERAL NOTES, ETC. S,!TE ADDRESS: Edge or Roo ELECTRICAL ENGINEER: ROBERT CLOUSE P.E. (#8486) (PH.#. 407.876.6952) 2457A SOUTH HIAWASSEE RD., P.M.B. 301 ORLANDO, FLORIDA 32835 LANDSCAPE ARCHITECT: SCOTT LIBERTY (#1476) (PH.#. 407.719.2124) 5621 REVELWOOD LOOP WINTER PARK, FLORIDA 32792 JSCOTTLIB@CFL. RR.COM rj J A PORTION OF SECTION 1 "I , TOWNSHIP 20 SOUTH, RAiv+mot 30 EAST CiT'i �_�-ANFORD, SEMINOLE COI_1NTi, FLC)RIDA, BEING M()R'E P,ARTIC;'UtARL i DESCRIBED AS FOLLOWS: AS A POINT OF REFERENCE COMMENCE AT THE INTERSECTION (_-)F THE EASTERLY RIGHT-OF-WA'i LINE OF U.S. HIGHWAI 17 AND U.S. HIG'HWA) 92, ALSO KNOWN AS STATE ROAD 15 AND STATE ROAD 600, WITH THE SOUTHERLY LINE OF THE SOUTHEAST OF SECTION 1 1, TOWNSHIP 20 SOL,1TH, RANGE 30 EAST, SEMINOLE COUNT) , FLORIDA; THENCE NORTH -'4 DEGREES, 58 MINUTES, 30 SECONDS EAST ALONG THE EASTERL) RIGHT-C!F-�"�'.AY LINE OF SAID U.S. HIGHWAY 17 AND U.S. HIGHWA) 92, 528 FEET; THENCE CONTINUE NORTH 24 DEGREES 58 MINUTES, 30 SECOND-S, EAST ALONG THE EASTERL) RIGHT -OF -WA) LINE OF SAID U.S. HIGHWAY 17 AND U.S. HIGHWAY 92, SAID LINE BEING 90.00 FEET EASTERL) OF THE CENTERLINE CrF SAID U.S. HIGHWAY 17 AND U.S. HI GHWA) 92, 15 7. 03 FEET, TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 5 859- 6.5 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 00 DEGREES, 25 MINUTE, 1 SECO1119_ 5, AN ARC LENGTH OF 42.96 FEET, TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED LANDS: THENCE SOUTH 89 DEGREES, 55 MINUTES, 08 SECONDS WEST, 16.51 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 5644.65 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 01 DEGREES, 13 MINUTE'-, 34 SECS )NDS AN ARC LENGTH OF 125.07 FEET SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 24 DEGREES, 00 MINUTES, 33 SECONDS EAST, 125.07 FEET; THENCE NORTH 89 DEGREES, 44 MINUTES, 53 SECONDS EAST, 290.21 FEET TO A POINT ON THE EAST LINE C �F THE 5�=%!_!THWEST OF THE SOUTHEAST ' OF SECTION 11 TOWNSHIP 20 SOUTH, RANGE 30 EAST, THENCE `OUTH 00 DEGREES 46 MINUTES, 5 ! SECONDS WEST ALONG EAST LINE OF SAID SOUTHWEST ?/, 296.32 FEET; THENCE SOUTH 89 DEGREES, 55 MINUTES, 08 SECONDS WEST, 123.51 FEET; THENCE NORTH 00 DEGREES, 46 MINUTES, 34 SECONDS EAST, 181.26 FEET; THENCE SOUTH 89 DEGREES, 55 MINUTES, 018 SECONDS WEST, 199.49 FEET TO THE POINT OF BEGINNING. Legal Description: SAID PARCEL CONTAINING 1.34 ACRE, MORE OR LESS. 48 _' . 48.3 Ad'acen 48.30 1 t j�� Metal Budd/ng., ' 48.73 N 89`44'53" E 273.70 48.7 48.60 48, 43 • 48.6 1 48.4 48.79 49.3 49.3 49.6 49.4 9.76 N�.. '..� ij' 5U.82 49.3 49.4 f 18 � \ Pire 50�.548.9 Pme alm I R 5859.65 Adjacent Buildinga � I "DENN)'S / Delto=00'25'12" RESTAURANT" _ L=42 96' Concrete w I ♦ REC 9D OJ N IR) 49.3 oak -Easterly R'�W MAY 06 Z�:rr .7348.0 US li_92 LOoY 5U 5 -. W 5� 54 it c Triple Oak Q42'\ � �) 49.1 50 et Oek O 49.8 1849.8 Z 50 W 6 - 49.5 .94 (16-) Pine VIEWED By: -.I- Sanford Fire Date: 65 -J ,ention Div. ba> - S 89'55'08" W 281 Fire DeP• /» � \� Tina{ lr►sp• ��� Date 0 49.4 49.6 1 r 4j.A9.1 4` 47.4 4 s.s _.9 N 30 0 30 60 THIS PLAN MAY HAVE BEEN REDUCED IN SIZE VERIFY BEFORE SCALING DIMENSIONS SUBJECT TO AN ACCESS EASEMENT DE -SCRIBED AS FOLLOWS A PORTION OF SECTION 11, Tr�WN'=HIP r'0 SOUTH, RANGE 30 EAST, (-IT' OF-ANFORD, SEMINOLE COUNT) , FLORIDA, BEING MORE PARTICULARLY DESCRIBE AS FOLLOWS., AS A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE EASTERL) RIGHT OF WA) LINE OF U.S. HW) . 17 AND U.S. HWY 92 (ALSO KNOWN AS STATE ROAD 15 AND STATE ROAD 600), WITH THE ,oUTHERLY LINE OF THE SOUTHEAST 1:14 OF SEGTION 1 1, TOWNSHIP 20 O� ITH, RANGE _ 0 EAST, THENCE NORTH 24 DEGREES 58 MINUTES, 30 i40=6 SECONDS EAST ALONG THE EASTERL)' RIGHT OF WA)' OF SAID U.S HW) 17 AND HW)- 92, 528.00 FEET, THENCE CONTINUE NORTH 24 DEGREES, 58 MINUTES Q E(OND `= EAST ALONG THE EASTERL)' RIGHT -OF -WA) LINE OF SAID U.S. HWY 17 AND U.S. HW 49.65 Asphalt (-j') 157 0^ FEET TC) A P(rlNT )F C'U-RVATIIRE OF A CURVE CONCAVE TO THE LEFT Oak to-) 48.1 47. 48.7 (12"1 (24") Palm Oak. ( 181 Palm 48.8 49.7 (18 ) Pine p8 k Oak 50.1 50.1 49.4 249.3 (1) Pine (12") Pine 49.4 (Oa 48.9 (12 ) Oak 48.9 O0 Palm S 89°55'08" W 123.5 1' 48.6 49.3 (12 ") 49.0 Pine EXISTING CONDITIONS. SCALE: 1 "=20' 49 1 0.3 HAVING A RADIUS OF .5,859.65 FEET., THENCE NORTHEASTERL)' ALONG THE ARC OF SA ID 4' 6 PASSING THROUGH A CENTRAL ANGLE OF 00 DEGREES, 26 MINUTES, "12 °;, _ 49.3CURVE I1 °' SECONDS, AN ARC LENGTH OF 42.96 FEET TO � THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED LANDS; THE^w'C= SOUTH 89 DEGREES, 53 MINUTES, 08 SECONDS 48.6 WEST, 15.61 FEET, THENCE NORTHEAST E,RL) ALONG THE ARC OF A CURVE CONCAVE TO . 49� I ` THE LEFT, HAVING A RAC>IUS OF 5,,`K�-+4.65 FEET, PASSING THROUGH A CENTRAL ANGLE OF 6) I 49.0 00 DEGREES, 44 MINUTES, ? 1 '=,EC'r_�ND:_>, SUBTENDED B) A CHi��RD BEARIN6) AND (36) 4y6hor _ Ear 50. �,? !. Df TANi= E C)F NORTH �4 DEGREE'S, 15 MINUTES, 0? SECi ANDS EAST 75.41 FEET, AN ARC' 50.6 (14) Po/m 49.9 LENGTH OF 75.41 FEET; THENCE SOUTH 5'' DEGREES 13 MINUTES, 25 SECONDS EAST 43-5! Retention 75.12 FFET; THEN__E SOUTH 00 DEGREES. 04 MINUTE, 52 SECONDS EAST 10.00 FEET; Fond i THENCE NORTH 89 DEGREES, 5? MINUTES, 08 SECONDS EAST 1 25.00 FEET; THENCE - 51.3 .I50.2 . E', SOUTH 00 DEGREES. 46 MINUTE'- 34 SEl_ CrNDS WEST I' .00 FEET; THENCE SOUTH 89 49.9 43.5° DEGREES, 5> MINUTES, 08 SECc_iNDS WE` T 199.49 FEET TO THE POINT OF BEGINNING. i 43 49.7 TOGETHER WITH AN ACCESS EAS1�1E`iT =ILL -SCRIBED AS FOLLOWS: 49.6 0.3 J50.1 50.0 9°" ( A PORTION OF SECTION 1 1. T0WN` ;r IF' "0 SOUTH, RANGE 30 EST, (_'IT) C F SANFOR , Twin Ear ,-,-,- 51.4 SEMINOLE- COUNT) , FLORIDA, BEING 'i',.'(_'RE PARTICULARLY DESCRIBED AS FOLLOWS: B Sti AS 'A POINT OF REFERENCE COMi'��E':_ AT THE INTERSECTION OF THE EASTERL) RIGHT 497Q OF WA) LINE OF ! I. ). HW) 17 AND�. HWY` 9-' (ALSO KNOWN A' STATE - Rr � �� � 5 m 49.0 y r AND STATE ROAD 600), WITH THE THERLY' LINE OF THE SOUTHEAST (24") Palm .. 1 1 TOWNSHIP 20 Sr.=%� ITH, RANGE.- 30 ;EAST; THENCE NORTH 24 DEGREE 58 M I N U i t'�, JLi SECONDS EAST ALONG, THE EASTERL i RI ,HT OF r 7F SAID U.S HW 17 AND (i. S. HWY 49H2 9' 585.08 FEET TO A POINT OF CURVATURE OF A° CURVE CONCAVE TO THE LEFT, ,t, 49.1 C) HAVING A RADIUS OF 5,859.65 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID ,8) Palm (!l Asphalt . CURVE PASSING THROI JGH A CENTRAL ANGLE C 00 DEGREES, 2 5 MINUTES, 12 a . SECONDS, AN ARC LENGTH OF 42.9(5 ' EET TO THE POINT OF BEGINNING (_)F THE FOLLOWING DESCRIBED LANDS; THEN(='E NORTH 89 DEGREES, 53 MINUTES, 08 SECONDS EAST 199.49 FEET, THENCE SOUTH 00 DEGREES, 46 MINUTES, 34 SECONDS WEST, 12 9 FEET; THENCE SOUTH 8'=r DEGREE' .5.3 MINUTES, 08 SECONDS WEST 204..9 FEET; 49 ¢6 THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE LEFT, HAVING A 49.3 go 77 - RADIUSOF 5,859.65 FEET, PASSING THRC)UGH A CENTRAL ANGLE OF 00 DEGREES, 07 MINUTES, 45 SECONDS, SUBTENDED B? A CHORD DISTANCE OF 1 -7.�' 1 FEET, AN ARC 49 Tripe)Oak LENGTH OF 1.:5.? 1 FEET TO THE POINT OF BEGINNING. - _ 2, 26 S 1 U,ARE FE SAID PARCEL CONTAINS 4 ET MORE OF LESS. 49.3 Oaks {a g ,r-� e y'� D t cl y7 _ C / SQ U6 -, � - Calculated P�:; - Point of Curvature 49J oak' r - Centerline Pc1; - Poge Concrete Bloch Fr - Point of Intersection CM- Concrete Mc)nument P.0.8. - Point of Beginning Oak49.5 Conc. - ConcreteF . U.L. - Point on Line 497 Palm D - Description PP - Power Pole 9 DE - Drainage Eosement PRn-1 - Permanent Reference i Esrnt. - Easement Monument 'a�, 69 F.E.M.A. - Federol Emergency PT - Point of Tangencv `.," Monogement Aclency :R - Radius FFE - Fnd- Finished Flonr Elevation Found Rtri_-! - R Rodiol Rebor &' Cop 49 63 IP - Iron Pih,e Rec. - Recovered a L - Length (Arc) Rfd. - Rol_�fed Q M - Measured Set Rebar - Set 51/8' Rebor- N,S'o'D - Not/ &Dist. & Cop "PLS 4200" N.R. - Non-Rod/al Tyn. - Typical ORB - Officiol Records Book UE - Utility Easement P - Plot WM - Water Meter P.B. i, - Plot Bt_)l->h A w.. - Delta (Central Angle) -1-1 - - Wot,d FFence -X- - Chain Link Fence 4\ ;�y NAME: z 0 F a W 0 W 0 a 0 m 0 W CA w w > > w w U U 0 0 °�° o Q O O mmmmmmmmlm Of Of ,_t_, CL L.LJ z LLJ z Z a_ 0 0 o = _ Y C-) U b ry ry (z 0 Quo w �Ca(Y i 00 y t6 0 V / OC _7 0 z o< z ,itUUJ 0-0 u a= I v Q 1n II . _D ° %Z 0 0 �o � O? U 0 00 v z U a o v 3 z CD F°Z� 0 J c E= Q U Z E v w O +� (A U U Q l_1- N v 0 S2 G z EO a� U U U -00C C� �J to a a o Q LLJ >G u a--r U = U z I I W c) z a W Fj -0o � -c Q O < Z F N W Z 2 D V) RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE@AOL. COM PH#. 407.898.4752 PROJECT AREA CITY OF SAN FORD LAST FILED: 2002-06 �DMS PACKAGE CODE: CAD DWG NAME: SHEET NO. REV. A C-1 01 DEMOLITION NOTES: 1. CONTRACTOR SHALL ASSURE THAT ALL APPROPRIATE AND REQUIRED PERMITS ARE IN HAND AND DISPLAYED ON THE SITE AS REQUIRED BY REGULATORY AGENCIES PRIOR TO PROCEEDING WITH DEMOLITION. CONTRACTOR SHALL ASSURE THAT THE OWNER HAS ISSUED A NOTICE TO PROCEED PRIOR TO COMMENCEMENT. 2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO _ COMMENCEMENT OF DEMOLITION. 3. CONTRACTOR SHALL PROTECT THE EDGE OF ALL REMAINING PAVEMENT AND HARDSCAPE. DO NOT HAUL OVER UNPROTECTED PAVEMENT OR SAWCUT EDGES. 4. FILL AND COMPACT ALL DEPRESSIONS AND REMOVAL TRENCHES. COMPACT TO 95% MODIFIED PROCTOR UNDER PROPOSED BUILDINGS AND PAVEMENT. COMPACT TO 95% OF MAXIMUM DENSITY FOR ASTM D-1557. 5. CONTRACTOR SHALL LEAVE SITE FREE OF HOLES, HAZARDS, IMPOUNDMENTS AND DEBRIS UPON COMPLETION. EROSION CONTROL NOTES: TO AVOID POTENTIAL ENVIRONMENTAL PROBLEMS ASSOCIATED WITH THE SITE PREPARATION THE FOLLOWING STEPS WILL BE REQUIRED BEFORE AND DURING ALL CONSTRUCTION ACTIVITIES. 1. PRIOR TO COMMENCEMENT OF SITEWORK, CONTRACTOR SHALL INSTALL SILT FENCE BARRIERS (AND FLOATING BARRIERS WHERE REQUIRED.) ALL BARRIERS TO BE "DOUBLE". A SINGLE WIRE REINFORCED SILT BARRIER MAY BE USED IN LIEU OF A DOUBLE NON -REINFORCED BARRIER. 2. ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY OWNER PRIOR TO ANY CONSTRUCTION ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES MAY BE DONE ONLY AFTER AUTHORIZATION BY OWNER IS OBTAINED. 3. ALL SURFACE WATER DISCHARGE FROM THIS SITE, INCLUDING DEWATERING DISCHARGE, SHALL MEET STATE WATER QUALITY STANDARDS (LESS THAN 29 NTU ABOVE BACKGROUND) PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING WETLANDS. 4. IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE PLANS DO NOT PROVE TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARD FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE REQUIRED. LEGEND: C - Calculated q - Centerline C.B. - Concrete Block CM - Concrete Monument Conc. - Concrete D - Description DE - Drainage Easement Esmt. - Easement F.E.M.A. - Federal Emergency Management Agency FFE - Finished Floor Elevation Fnd. - Found IP - Iron Pipe L - Length (Arc) M - Measured N&D - Nail & Disk N.R. - Non -Radial ORB - Official Records Book P -- Plat P.B. - Plat Book _-❑ - - Wood Fence PC - Point of Curvature Pg. - Page PI - Point of Intersection P.O.B. - Point of Beginning P.D.L. - Point on Line PP - Power Pole PRM - Permanent Reference Monument PT - Point of Tangency R - Radius Rod. - Radial R&C - Rebar & Cap Rec. - Recovered Rfd. - Roofed Set Rebar - Set 518" Rebar & Cap "PLS 4200" Typ. - Typical UE - Utility Easement WM - Water Meter W - Water Line 0 - Delta (Central Angle) -X- - Chain Link Fence AREA = 1.34 Acres EXISTING USE = Vacant Commercial MAIN BUILDING =7,033 SQUARE FEET (FOOT PRINT ONLY) DETAIL BUILDING =1,000 SQUARE FEET TOTAL BUILDING AREA =7,033 SQUARE FEET = 12% PAVEMENT AREA=20,464 SQUARE FEET = 35% PERVIOUS AREA = 53% WIDTH OF 17 92 RIGHT OF WAY= 120 FEET HEIGHT OF BUILDING = 18 FEET EXISTING FIRE HYDRANT IS 200 FEET SOUTH OF PROPERTY i%j►�►�l\�t Required Parking=8,589sq. ft.-4000 sq. ft.=4589/1000=5 spaces + 2 spaces=7 spaces as an alternate, 6 full time employees x1.5= 9 spaces required (2 spaces for first 4,000 sq. ft. and 1 space per 1,000 sq. ft for remainder, or 1.5 spaces per full time employee) Proposed Parking= 11 spaces (2 accessible, and 9 regular spaces) The 25x4O' detail building is a tarp over a steel frame. UTILITIES ELECTRIC Florida Power Corporation (Progress Energy) TELEPHONE Bell South WATER & SEWER city of Sanford ZONE GC-2 TAX ID NUMBER IS 11-20-30-300-0300-0000 Ff, 9 0T AND 11-20-30-300-0310-0000 :r `�� +f 48. 76 rr !il . •,�� f ("' ! %:F i!�ME / ` 06 ` ., p f` t.. j 48. 0 f t`',. <<..t o ' !;' ';•,ri r tt f50 -5 f £ 48.?5 QM jJ w ' /� << db0 0 s i' it , (n O o (7 Q ✓/:_�, �/i. w O % -:•' ". _:. s 7; 75 43' f k 9 87 �t r ,, [Q 1 f z 4'.b3 TR 5o R ti, f z.7 6 i; _ N 49 33 „.t�. _._... ,., _._,_._,_<. •..--.,..... .........._,«_ _.-\_,.-Y-' - J... ... `+�.�..- BLDG. LOCATION u- w. 4F57 3.8`�: :a f 4�,.94 Ta 5 .. 47.93 � QF' t,0.. � f - 3 ` s 7Ft € 47 74 O - 8 6 } 49� 1. 5 r Ln 5C _ _ t rF< 4•� 50.1.1 y TJ o3 r . 0, 4807 -,S 48.37 TO 43 a:a i , r f..' 91 0 £•� - -_. - 6 x9 VACUUM BLDG. a�.0 9 )3, f39 91 47 9 3p (ASPHALT) � ♦� ( PROPOSED CARWASH FACILITY) � r 5 NEW e.00 s.00 O 50 ,b i� 8.95 5n 6 f: E; V. SIGN T7.'. - - ��ASPHALT) 48 {i7 54 ;to 48.17 - ^ -T n - S��E E RAISED AREA - - - b a ALL �� POST FOR VACUUM 4 4,f4 / RAISED AREA oN aN 7_ ''r r:r a.37 �� 4a.7� i STATION SIGN. TYP. sr� 1 47.07 cv i } r , 0 2 PLACES 43 51 f \ ,� " YJ 0 N FOUNTAINN r 48 51 �" AREA 4a.- 5 50 = 5n ,7 n 4� 48.78 f 49 SIGN - - ' , r 3 0 2 .5 , 4- t , r r �r :•� r,�.� � � 12.00 25.97- = f l% 10.00 12.00 ' r TYP. f` r ft f r! 9 �� so _,-_t .d TYP. 5.00 �■� C� �_ r1,• f W 10- STOP •p - �-- f �S SIGN O� o 5.00' i f , n7 4, j (ASPHALT) `� o m 1- _ 5n.54 l a,^. (r �,., �r, ,�;' 'AR 0 0 M 4M n WALKWAY _ o °9 VACUUM f ra o �• �. 58.3 a a o d 26.45' 20.00 WIDE «- R _ STATION = r r` 1 DO NOT ENTER (fi n `S SIGN LANDSCAPE�-STRIP 5 �+ 50.6 �n n 2.50 :I r f 1 51. o �� 'SP KEEP RIGHT 6 o n _ 9 7 62.66 € 50.0 II Ta.0 96 N4_d a)l • ! F t 5 1T z � 60.90 f ! ...:::..Y >.. i E .' , >__ ,./ _.._r � ; •w. ram--------• �....._....... l ........ .......................................... .�.�....________,.......... ....... ..... ............ ............ ........�...._.......__"----._,....,,.�.___._��_.......... ................................... ......_-......._,.,..._..,.....,m...-_ _--�-�.•.-. �....................................... .......... 5Q 0 �' F eF ° f•'ris ,t 3( ./ rtzn {ig Fr r r qq ............ 2.5s9 t t'u"r 0' ��� ,% f_ ..._.._ 43 �r`� �'�� .n �.t f f• 3., t _���� �•� it�a.1 r 9 1 df I t' -r W _ t ! 50 &_ ,r,.e7 �i^ 3 50 7£)T_ € 5 , �: 47.3 , n 51.0. ,ter � f _ / o �;"s •r ! £ t FE ! 3 ? € O 1 E'= =o Do j........... - i ! T_ 81 5 Oa 1• I __............ o.LOT 499- O �00 o° PARKING ASPHALT 25} x40 >F, l/' DETAILING 191 ........_._........ _..............{ , - - BUILDING ' .-s ` , r r,s:r�„�.✓'. <: '."r n, ff ,t::f�i; , _ _ < < € 9:. ,r: .r <' •• ; 1000 TYP. t .t 1 t TRASH ENCLOSURE -..` '? - I N i , f o 0 o C=43I �! DENNY'S �` 5, J 45.99' a 119�7S 48.0 O { f' 49.66 I _ 49.3_ __, ..... �7 50.5r:,w;,� .................W `�o 54 u f LEGEND: 1 50 4 PROPOSED LANDSCAPED AREAS f f Ty 7 j .t i, 9.00' f f- PROPOSED BUILDING S ,,... 50.01 V.6 I k i iii. f' =� - tf ' tr €� ° ,4 rT3'Oa4. 3 E .a,t T_ r 49.76S06T6 5prr,5 T RRETENTION POND[ 7.71 1 ; 49 7 n 50.08 rr 49.6 =_rn.03 ; f < A 1 t £ 49 50.0 s !� i 49 7`' : `f f 47 l` f , I -' 7 T £ 48 , 49 �f _._ 50 rj < -Ta a _v :., a. 1 218 �� t •r ,) f SITE PLAN - SCALE: 1 "=20' 48 9 4=3-0 N 49 1 20 0 20 40 THIS PLAN MAY HAVE BEEN REDUCED IN SIZE VERIFY BEFORE SCALING DIMENSIONS 43.50 49.54 C NAME: RICK HOEPNER P. E. O P a_ U U W O a 0 0 W w w W W U U 0 0 LL_ L_ 0 0 N � Q O O 0 :2 Of � LLJ LLJ � z W W U U WLLJ o = _ Y U_ U_ ev M O o0 L 0 a u)Q oo �N - O ar O (1) 0 C O Z N o -Z Q O 0 P 1 U Q_ 6 � Q Wa •S __ V) z Ov r- L� o U 0 ° Q 0 0 C) -1 3 Z UU Jc c E' i cn c Z o° c O � U U - N Q ) E n v' C V)� 'O OV U V U U r v C -0 z a o V) Q W O L z c > m 3 O o " } W I- o � o ¢ Z F � W V) RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE@AOL.COM PH#. 407.898,4752 PROJECT AREA CITY OF SAN FORD LAST FILED: DMS PACKAGE CODE: CAD DWG NAME: 2002-06 SHEET NO. REV. C- 200 A DEMOLITION NOTES: 1 CONTRACTOR SHALL ASSURE THAT ALL APPROPRIATE AND REQUIRED f It PERMITS ARE IN HAND AND DISPLAYED ON THE SITE AS REQUIRED BY TYPE "E" INLET REGULATORY AGENCIES PRIOR TO PROCEEDING WITH DEMOLITION. TOP 48.50 CONTRACTOR SHALL ASSURE THAT THE OWNER HAS ISSUED A NOTICE iNv 419n MLHJUKLJ MAT LJL UUINL UINLT At- ILK AU INUKILA IIUIN bT UWINLK I�) Ub IAIINLU. t' 3. ALL SURFACE WATER DISCHARGE FROM THIS SITE, INCLUDING DEWATERING DISCHARGE, SHALL MEET -- STATE WATER QUALITY STANDARDS (LESS THAN 29 NTU ABOVE BACKGROUND) PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING WETLANDS. 4. IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE PLANS DO NOT PROVE TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARD FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE REQUIRED. f: LEGEND 491 7, C — Calculated PC — Point of Curvature — Centerline Pg. — Page C.B. — Concrete Block PI — Point of Intersection CM — Concrete Monument P.O.B. — Point of Beginning Conc. — Concrete P.O.L. — Point on Line D — Description PP — Power Pole DE — Drainage Easement PRM — Permanent Reference Esmt. — Easement Monument F.E.M.A. — Federal Emergency PT — Point of Tangency Management Agency R — Radius " FFE — Finished Floor Elevation Rod. — Radial Fnd. — Found R&C — Rebar & Cap IP — Iron Pipe Rec. — Recovered L — Length (Arc) Rfd. — Roofed M — Measured Set Rebar — Set 5/8" Rebar N&D — Nail & Disk & Cap "PLS 4200" N.R. — Non —Radial Typ. — Typical ORB — Official Records Book UE — Utility Easement P — Plat WM — Water Meter .,. P.B. — Plat Book W — Water Line —❑ — — Wood Fence 0 — Delta (Central Angle) —X— — Chain Link Fence _o : -C c 0 b� I , T 5D 60 ,s , a u� ;e H PAVING & DRAINAGE 4 }9.h c). I N 20 0 20 40 I now - THIS PLAN MAY HAVE BEEN REDUCED IN S VERIFY BEFORE SCALING DIMENSIONS �v \ E NAME: Z 0 F a V N W 0 0 0 W V) V) W_ W_ W W U U r� r•7 00 CD CD Q Je000©�©� ::�i Of W w W z � LLJ 0 0 o = _ = Y Y 0 ° 6 W ° Q� 00 o O f— L)16 z N 0)_ J W °x00� I U (_D U J ALL z � (L E v) -z � 0 oU � Q a �' ° CJ� (i/ I— O O U� V 0 Cn 0 3 O O J v � Z'-� E� � 5-- Z o ° c ° Q E C-) ��a= N U U z U �0 . W W Z (aao„ QW Q jE L°= � U — O z n N 3 W O I o ° W F - Fj 0 Q Z a) F- W Ld Z = D V) RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE@AOL.COM PH#. 407.898.4752 PROJECT AREA CITY OF SAN FORD LAST FILED: DMS PACKAGE CODE: CAD DWG NAME: 2002-06 SHEET NO. REV. C- 201 A LEGEND: C - Calculated - Centerline C.B. - Concrete Block CM - Concrete Monument Conc. - Concrete 0 - Description DE - Drainage Easement Esmt. - Easement F.E.M.A. - Federal Emergency Management Agency FFE - Finished Floor Elevation Fnd. - Found IP - Iron Pipe L - Length (Arc) M - Measured N&D - Nail & Disk N.R. - Non -Radial ORB - Official Records Book P - Plat P.B. - Plat Book -E] - - Wood Fence PC - Point of Curvature Pg. - Page PI - Point of Intersection P.O.B. - Point of Beginning P. 0. L. - Point on. Line PP - Power Pole PRM - Permanent Reference Monument PT - Point of Tangency R - Radius Rod. - Radial R&C - Rebar & Cap Rec. - Recovered Rfd. - Roofed Set Rebar - Set 518" Rebar & Cap "PLS 4200" Typ. - Typical UE - Utility Easement WM - Water Meter W - Water Line A - Delta (Central Angle) -X- - Chain Link Fence wire DORI .. , Final lnsP Data UTILITY SITE PLAN scnLe. r"=za' N 20 0 20 40 THIS PLAN MAY HAVE BEEN REDUCED IN VERIFY BEFORE SCALING DIMENSIONS l� :E NAME: z 0 F a U W 0 Q 0 a LEI V) w w w w U U r� rrJ p O CO O Q O O ammmmmmi mn � [if w w Z w w La O O CD = _ = Y Y O N y 06 f W 01 F O N 00 c i� O N y v O �— �Z N o Q c o 7 Z �v z U O_� 0-0 a c c y z o U 0 ° o `o z To `n U 0 -° = W Z > o > C Z z o ° c Q U Q E a a� m c 73 N O O• ' O C I I `W z --. (nQa0 i Q W :HQ)_= z o y Lv �— c: -c + O Q Z F F- w z = D VI RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE@AOL. COM PH#. 407.898, 4752 PROJECT AREA CITY OF SAN FORD LAST FILED: DMS PACKAGE CODE: 2002-06 CAD DWG NAME: SHEET NO. REV. C- 301 0 12" 1 1 /2" R FTP-25 1 1 /2" 18" 1/21) > PARKING BY DISABLED PERMIT ONLY s- $2.50 FINE 8„ CITY ORD. 3211 TYP. ACCESSIBLE SIGN 3"X1/8"o- ALUMINUM SIGN POST FIN. GRADE 3000 PSI CONC, z c-D 0 0 r_ co m 0 f— z His TYP. ACCESSIBLE SIGN POST ADA SIGN NOTES: 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCO. 2, TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND) WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 5, ONE(S) SIGN REQUIRED FOR EACH PARKING SPACE, 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO). ACCESSIBLE SIGN 8c POST DETAIf SCALE: NTS NOTE: MAXIMUM SLOPE TO BE 0.083% ENTIRE RAMP AREA SHALL HAVE A SLIP RESISTANT FINISH. * DIMENSION SHOWN IS BASED ON THE PAVEMENT BEING ON A LEVEL PLANE AND SHOULD BE ADJUSTED BASED ON THE PROFILE AND CROSS SLOPES ENCOUNTERED AT THE PROPOSED RAMP LOCATIONS, z Q J CONCRETE Q PAVEMENT w ACCESSIBLE PARKING Q SIGN. SEE DETAIL — SECTION A —A SIDEWALK RAMP DETAIL 9 SCALE: NTS SIDEWALK/ EDGE OF CONC. GUTTER 8' WIDE Nt ROADWAY MARKING NOTES 1. CROSSWALKS ARE TO BE WHITE PAINT WITH CLASS BEADS OR THERMOPLASTIC PAINT (REFLECTICE). 2. PED CROSSING SYMBOL SHALL BE PAINTED WITH GLASS BEADS IN WHITE AND YELLOW AREAS. 3. PAINT TO CONFORM WITH FOOT SEC 710. THERMOPLASTIC STRIPES TO COMPLY WITH FOOT SEC 711. CROSSWALK MARKING DETAIL SCALE: NTS 0 --LF— o >- c�i 1.0 0 TYP. 4" BLUE— Ij 0 o 4" BLUE N � I NOTE: UNLESS OTHERWISE NOTED ALL PAINTED LINES TO BE 4" WIDE AND WHITE IN COLOR Ili I! Q GENERAL NOTES 1. THE CONTRACTOR SHALL APPLY FOR ALL REQUIRED PERMITS PRIOR TO START OF CONSTRUCTION. 2• THE CONTRACTOR SHALL MAKE ALL SUBMITTALS TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL, 3. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE A MINIMUM OF 24 HOURS NOTICE PRIOR TO CONDUCTING FIELD TESTS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR NOTIFYING AND ARRANGING FOR INSPECTIONS. 4. THE CONTRACTOR SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF CONS- STRUCTION DRAWINGS AND SPECIFICATIONS ON WHICH ALL FIELD CHANGES ARE TO BE SHOWN. THESE 'AS -BUILT' DOCUMENTS ARE TO BE MADE AVAILABLE TO THE OWNER/ENGINEER DURING CONSTRUCTION AND SHALL BE DELIVERED TO THE OWNER UPON COMPLETION OF THE PROJECT. 5. THE LOCATION OF ALL EXISTING AND UNDERGROUND UTILITIES IS APPROXIMATE AND BASED UPON BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL FIELD DETERMINE THE EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR IS ALSO ADVISED TO COORDINATE CLOSELY WITH ALL UTILITY COMPANIES FOR FIELD LOCATIONS PRIOR TO WORK. 6. CONTRACTOR SHALL NOTIFY CITY OF SANFORD OF INTENT TO COMMENCE CONSTRUCTION OR EXCAVATION 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. CONTRACTOR SHALL ASSURE THAT ALL APPROPRIATE AND REQUIRED PERMITS ARE IN HAND AND DISPLAYED ON THE SITE AS REQUIRED BY REGULATORY AGENCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. 8. CONTRACTOR SHALL PROTECT THE EDGE OF ALL EXISTING PAVEMENT AND HARDSCAPE. DO NOT HAUL OVER UNPROTECTED PAVEMENT OR SAW CUT EDGES. 9. ALL PAVEMENT MARKINGS SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND FDOT SPECIFICATIONS. ALL NEW PAVEMENT MARKINGS ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 710. 10. FINAL STRIPING TO BE TWO COATS OF LATEX BASE TRAFFIC PAINT, COMPATIBLE WITH THE PAVEMENT. 11. MAINTENANCE OF TRAFFIC SHALL CONFORM WITH LATEST EDITION OF FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL NECESSARY TRAFFIC CONTROL DEVICES INCLUDING BARRICADES, FLASHING LIGHTS, TEMPORARY SIGNAGE, MARKINGS, ETC. AS REQUIRED AND SPECIFIED BY THE CITY, COUNTY, STATE, OR OWNER. 12. CONTRACTOR SHALL CLEAN THE CONSTRUCTION AREA OF ALL DEBRIS, AGGREGATES, ETC, ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND SURROUNDING AREA AND DISPOSED OF IN A LEGAL MANNER. 13. EROSION CONTROL SHALL BE PART OF THE CONTRACT. CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REQUIREMENTS CONCERNING EROSION CONTROL. WALKWAY MINIMUM WIDTH PRE CAST CONCRETE WHEEL REQUIRED EQUALS 44" FSTOP, 6"x6"x6'-O" (TYP.) 0 j 4" BLUE 4" BLUE --- 4" BLUE II �i 4„ ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE (TYP.)' LEVEL WITH SURFACE SLOPES 2 NOT EXCEEDING 1:50 (2%) IN i ANY DIRECTIONS III 4" (TYP.) (TYP.) 12.00' 5.00' 12.00' r (AUTOMOBILE PARKING) (MIN.) (AUTOMOBILE PARKING) f. ALL MEASUREMENTS ARE TO CENTERLINE OF WHITE STRIPE. (2) ADJACENT ACCESSIBLE SPACES MAY SHARE A SINGLE BLUE STRIPE N 1 �;� i� ACCESSIBLE PARKING SPACE STD. DETAIL (11-ii- SCALE: lI T �y 1 V` NAME: crm Z 0 P aI U W 0 Q 0 0 0r am Q �aaa��aaa� 0 w w �Lj w w Qf C.� U 0 0 0o co o r� fl Q o L� � LC0 0 r 03 00 I- to U) d M N r C:f Of w LLJ z z w o 0 o = _ Y Y Y U U U � � ui � 0 IWiI Z Z z w a m U U U in O W a g O O O 0 IL 0! a.0. 1L O 0 U Q m O 0 o 00 O . d' /.— o �o�oz NJ oQ o oz I U 0_ C N cr W 0 °' LiJ �Kp O UJ 0 ° rr �-, U) // �-, V J 3 Z z ¢ Q Z'saiji Eva r _ zoo Qn-- Q v E 'a Q F— c: U LLJ oo �" �Z ��s W (naQol Qw .�. O O O =f w a : L o z F w w D RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE@AOL. COM PH#. 407.898.4752 PROJECT AREA CITY OF SAN FORD LAST FILED: DMS PACKAGE CODE: SHEET NO. REV, A C-401 8. I— 2' MIN. FF N Z �__I� -�� 1 6" THICK CONCRETE PAD II VALVE VAULT CAPPED NIPPLE AND VALVE WITH STAINLESS STEEL OIL -FILLED PRESSURE GAUGE 0 atm I "EM, I IIJ�1` Il�a�jijioill�u�l►ulvll��ijijj� -3"G.I. DRAIN FLOOR .=i■I��l�l:�, !��r� Ilrs��lil��mllrnirnAllnllw���llll 91 NG ° U- FLEXIBLE PLUG VALVE COUPLINGS EMERGENCY PUMP VALVE BOX SHALL BE ENLARGED 12" G (TYP.) CONNECTION TO ACCOMODATE FLOW METER OR CHECK VALVE PER NOTE *4 i I J 36" MIN. CLEARANCE PLAN VIEW PER ELECT. STD. ELECT. CODE) N.T.S. CONTROL ----------- PANEL 4" D.I. VENT WITH VENT CAP ALUMINUM ACCESS HATCH- W/LOCKSET & RECESSED HANDLE. r6" CONC. ' POWER CABLE 12 2" DIA. SCH. 40-304 STAINLESS STEEL PIPE A 316 STAINLESS STEEL GRIPEYE LIFTING CABLE WITH 12" 316 ' STAINLESS STEEL CHAIN SHOWN ROTATED 90' FOR CLARITY. ALUMINUM ACCESS HATCH W/ LOCKSET AND RECESSED HANDLE (SEE NOTE 8) B FLANGED RISER W/ BLIND FLANGE \ --12" STANDARD FLANGED TEE N 2 ` 3) rg ELEV. Y .:. CONC... ONC. T ,. 2" PLUG VALVE W/ LEVER OPERATOR 6" X 4" ao *4 - 6" _ 12"MIN STAINLESS STEEL PRESSURE GUAGE� REDUCER O.C.E.W.! . . PET COCK VALVE M z z 4" • , DUCTILE IRON PIPE (RESTRAINED JOINT) "� •'•: 7" SHALL BE EPDXY COATED 2 - * 4 BARS CHECK VALVE 0 e FLAP VALVE PVC PIPE 3" FLOOR 'Z HIGH LEVEL ALARM ELEV. X DRAIN. SLOPE OUTLET PIPE 1 2" PER FOOT WITH ELEV. Z ' pz LAG PUMP ON ELEV. W / STAINLESS STEEL FLAPPER 24 VOLT FLOAT LIQUID ° ` LEVEL CONTROLS LEAD PUMP ON ELEV. V I ° C a 12" BOTH PUMPS OFF ELEV. U 45' GROUT ELEV. A. GRAVEL 3" f - MIN. *6 -12 O.C. E.W. MIN. 3/4 DIA. x 11" STAINLESS STEEL AN BOLTS TO EXTEND 7" INTO BASE. GENERAL NOTES: SECTION VIEW N.T.S. WET WELL AND VALVE VAULT LINER THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (FEET) HEIGHT (FEET) 3-6 7-12 13-20 21 -25 26-35 6 8 10 1. WET WELL AND VALVE VAULT SHALL HAVE AN INTEGRAL INTERIOR LINER AS SPECIFIED IN SECTION 46.2 OF THE UTILITIES MANUAL. 2. WET WELL AND VALVE VAULT EXTERIORS SHALL BE COATED WITH COAL TAR (TWO COATS, 9 MILS EACH.) 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 5. VALVE VAULT SHALL DRAIN INTO WET WELL. 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK GROUT. 7. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL. 8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 304 S.S. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER, PUMPING STATIONS DIMENSIONS ELEV. AT CONST. DIM A 7" DIM B 6'-0" DIM C 10" DIM D 11.5" DIM E NOTE 8 DIM F NOTE 8 DIM G 4.25" DIM H 6'-0" DIM J 18'- 6"MIN. DIM K 4'-6" DIM L 9'- 4"MIN. ELEV T ELEV U ELEV V ELEV W ELEV X ELEV Y ELEV Z 2' MAX 36"TYPICAL 3" GALVANIZED PIPE (SCH. 80) ALARM BELL/HORN COAX CABLE - 1 /2" GRS. PIPE MOUNTED ALARM LIGHT SECURELY BEHIND PANEL ATTACH TO SPACER AS REQUIRED ETER BASE _Y WITH BYPASS ANTENNA MOUNTING _AMP SERVICE HEIGHT TO BE �Ii NNECT DETERMINED BY INSTR. SUPPLIER F 12" MIN �� ROHN 25G COMMUNICATIONS STRUCTURE OR 6" CONCRETE MAST, TAPERED SIZE PER RADIO SURVEY JADIO TELEMETRY A LIGHTNING PROTECTION MONITORING SYSTEM UNIT BY INSTR. SUPPLIER, BOND TO GROUND GRID. #2/0 AWG. BARE COPPER, BOND TO GROUND GRID I 48" 17 11 16" -- CONCRETE BASE II II RTU IICONTROL PANEL I� N 11 i r ROUTE TO ANTENNA SEAL OFF 00 N IRRIGATION CONTROLLER 1-1/2" MIN MOUNTING STRUT HOSE BIBB W/R.P.Z. BACKFLOW PREVENTER SECURE HOSE BIBB TO GALVANIZED PIPE WITH STAINLESS STEEL STRAPS CONTROL CONDUIT 2" SCH. 80 PVC MOTOR CONDUCTOR CONDUIT 2" SCH. 80 PVC (SEE NOTE 2) POWER SUPPLY CONDUIT EXIST. GRADE (CONFIRM BASE \--WATERPROOF DUPLEX NOTE: MOUNTING DETAIL) ELECTRICALOUTLETOIUTLET 1. ALL HARDWARE SHALL BE u STAINLESS STEEL. 25 OHM MAX. GROUND RODS 2. SWEEP ELBOWS TO BE ZENCASED IN (2 EACH) (10' APART) 6" PVC FORCE MAIN USED FOR ALL CONDUITS. CONCRETE 3. ALL GROUND RODS AND WIRING THROUGH CONCRETE MUST PUMP STATION CONTROL PANEL - RADIO BE IN CONDUIT. TELEMETRY AND MONITORYING SYSTEM INSTALLATION DETAIL ANTENNA - * PER PUMP MANUFACTURERS REQUIREMENT 100 YEAR FLOOD ELEVATION= 9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 10. PUMPS SHALL BE: MANUFACTURER: FLYGT------ ABS ------ : MODEL: -----------; IMP: MM, SPEED: --------- RPM; DISCHARGE SIZE: -------- IN.; VOLTAGE: H Z.:--------; PHASE: ----------; H. P.: ---------- MIN. SOLID SIZE: ------- IN.; CURVE: -_-----_---. 11. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL 12. OPERATING CONDITIONS: POINT GPM TOTAL DYNAMIC HEAD FEET MIN. OP. COND. 0.0 DESIGN OP. COND. MAX. OP. COND. 13. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR ENAMEL PAINT. 14. THE DONATION OF A GENERATOR SET OR PRO RATA AMOUNT SHALL BE REQUIRED IN ACCORDANCE WITH SECTION 46.6 OF THE UTILITIES MANUAL AS BASED ON THE SPECIFICATIONS NOTED ON THIS SHEET. N.T.S. NOTES: 1. METER BASE MAY BE REVERSED IF REQUIRED BY POWER COMPANY. 2. WHEN TWO (2) SEPARATE CONDUCTOR -TYPE MOTORS ARE USED, CONDUIT SHALL BE INCREASED TO 3 INCHES. 3. POWER SUPPLY SHALL BE UNDERGROUND TO AND ON THE LIFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. 4. TO INCLUDE GENERATOR PLUG COMPATIBLE FOR LIFT STATION. 5. RADIO TELEMETRY AND MONITORING SYSTEM TO CITY OF SANFORD SPECIFICATIONS. 6. PIPE MOUNTED ALARM LIGHT SHALL BE INGRAM LRX-40 (RED) 120 VAC OR EQUAL. 7. A STREET LIGHT SHALL BE POSITIONED IN THE RIGHT-OF-WAY LEFT OF THE STATION''; DRIVEWAY. 8. A WEATHERPROOF LOCKABLE ELECTRICAL OUTLET OUTSIDE OF THE CONTROL PANEL SHALL BE INSTALLED. 9. RTU, CONTROL AND SERVICE DISCONNECT PANEL BOXES SHALL BE OF STAINLESS Sl*EEL. 10. THE AC POWERED IRRIGATION CONTROLLER SHALL BE MOUNTED ON THE PANEL SUPPORT STRUCTURE. -- DIA: ------ MAKE: MODEL: ONE (1)____-LB. SINGLE AXLE TRAILER TO INCLUDE THE FOLLOWING: HYDRAULIC BRAKES ICC LIGHTING FENDERS BALL COUPLER COMMERCIAL TIRES - HWY. RATED FRONT JACK STAND REAR STABILAZER JACKS GALLON FUEL TANK FUEL LEVEL GAUGE FILL/VENT CAP FUEL SUPPLY PORT FUEL RETURN PORT ELECTRICAL PACKAGE TO INCLUDE: (1) AMP LOAD CENTER 50 FEET OF 2/OT REQUIRED CABLE (1)AMP PLUG - __-___ START UP AND ONSITE TESTING STARTUP NOT TO EXCEED 4 HOURS OPERATIONAL TRAINING NOT TO EXCEED 4HOURS CONDUIT 22#14-1" 3" CONDUIT F TO POWER CO. SERVICE POINT 3 PH, 60 HZ. GENERATOR SET SPECIFICATIONS ALARM LIGHT 3/4" CONDUIT SERVICE FPL DISCONNECT METER RTU CONTROL nn PANEL ) FLOAT SWITCH WASTEWATER PUMP SERVICE ENTRANCE RISER N.T.S. PHASE: 3 HERTZ: 60 VOLTS WIRE: 4 RATED ENCLOSED ACCESSORIES: WEATHER PROTECTIVE HOUSING MOUNTED SILENCER MOUNTING KIT CRITICAL SILENCER COOLING SYSTEM: BLOCK HEATER 120 VOLT 1500 WATTS UNIT MOUNTED RADIATOR 40 DEG. C FUEL SYSTEM: FLEX FUEL LINES BASE TANK_____GAL. SINGLE WALL, INTEGRAL IN TRAILER CIRCUIT BREAKER/ACCESSORIES AMP. U.I. ____-VOLT CIRCUIT BREAKER CONTROLLER/INSTRUMENT PANEL AC AMMETER, VOLTMETER, 2-1/2", 2% AC FREQ. METER 2-12", 5% AW/VW SELECTOR SWITCH, 7 POSITION PANEL ILLUMINATION LIGHTS, AUDIBLE ALARM WITH SILENCE SWITCH VOLTAGE ADJUSTMENT POTENTIOMETER OIL PRESSURE, WATER TEMP. GAUGE, RUNNING TIME METER, DC VOLTMETER AUTOMATIC SENSING CONTROLS, COOL DOWN TIMER CYCLE CRANKING, OVERVOLTAGE SENSING SUBMERSIBLE PIIMI' STATION -PLAN, -SECTION, AND NOTES SCALE: NTS KW STANDBY KVA RPM SAFETY SHUTDOWN, INDICATING LIGHTS AND ALARMS FOR THE FOLLOWING: LOW OIL PRESSURE OVERSPEED OVERCRANK HIGH ENGINE TEMPERATURE AUXILLIARY/LOW WATER LEVEL/OVERVOLTAGE ELECTRICAL ACCESSORIES: STARTING BATTERY/BATTERIES 12 VOLT BATTERY RACK AND CABLES VOLTAGE REGULATOR 2% CHARGER TRICKLE 2 AMP. ADDITIONAL ACCESSORIES: ISOLATORS SKID END CAPS WARRANTY 1 YEAR OIL DRAIN LINE O/M MANUALS 3 SETS 50 FOOT 2/OT POWER CABLE WITH MALE CONNECTOR TRAILER TO D.O.T. STANDARDS OIL INITIAL FULL ANTI -FREEZE INITIAL FILL 50/50 VV\ NAME: z 0 a U w 0 a 0 0 0 w w > w C� w CC U U 0 0 O o CD o Q _ 0 UJI} ccn 0 01 m I-, 0 0 d' to N � w w z � w az w o 0 = 0 _ I U U fY (i rY rA 0 Q) °o L ° ul� >, o u°i a 0 I- L Cl ®�0- 0t 0 _ J - LLJ o ¢ 1.z ° U _ a0 ° o� Z �- 0 ° 08 - U�V' F_oz ¢ Q LLI 0 J c z'- ::) E a ° Z a) Q Q z a)) 0 'p V N EU�,aU Q O_ U V):= V U N z m Q a 0„ Q L.LJ I- 0 z cry Q „ � w I- w FJ a F J Q-° z F- w w V) RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE@AOL.COM PH#. 407.898.4752 PROJECT AREA CITY OF SAN FORD OD SHEET NO. REV. 4, m CORPORATION STOP & FITTING (NORMALLY OPEN) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE TO MAIN WIRE WITH WATERPROOF CONNECTOR) CORPORATION STOP (1" MIN.) Y-BRANCH FITTING (1" x 3/4" x 3/4") CURB STOP w z 2 EA. J ry — - w I— TUBING (1" MIN.) INDIVIDUAL METER BOXES & WATER METERS UP TO 2" (BY CITY OF SANFORD) DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE 30' — 45° — \— YOKE BAR METER \—AWWA TYPE CURB STOP CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3, EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5, POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. PROPERTY LINE DOUBLE CHECK VALVE WATER SERVICE CONNECTION DETAIL SCALE: NTS 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D. — SIZE OF VALVE .TYPE OF VALVE ---- SERVICE DIRECTION & NO. TURNS TO OPEN APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) 3000 P.S.I. CONC. MIN. #4 REBARS ALL AROUND APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) #4 REBARS ALL AROUND— BV d d e ° n WATER a a L-2G ° d . d. ° e: 'Q d . ° a a � ° 8 . �a ° .g WATER A G °' ° < r .d d. d e 3" DIA. BRONZE 2" TK. DISC ANCHORED IN CONC. PAD -STAMP AS REQ'D. �2 e v' q d ° a... � ANCHORS 2 (TO BE APPROVED MIN. BY CITY) VALVES 16 INCHES AND LARGER 24" a d Q. d e• a ae 'd WATER d N �4 d. a .. a 4 a 6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL ('75 SCALE: NTS SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE \\Fl REDUCED PRESSURE DEVICE AND FITTINGS IINInN I INIInNi YYPi I LI\ IVI/-%IIV NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. DOMESTIC METER AND DOUBLE CHECK VANE OR REDUCED PRESSURE ZONE ASSENABL_Y SCALE: NTS GROUND LEVEL 18" 1 / A \/ GENERAL NOTES: VINYL CONTINUOUS ARNING TAPE A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR: PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE _SEWER, POTABLE WATER, 8c RECLAIMED WATER SCALE: NTS SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAVMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE /A/ 2" MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENTCN IS CUT / NGLE MAY VARY /� Q SEE NOTE 2 \ � m z SEE NOTE 4/// z w x w < \ PIPE O.D. - - - -CD \/ SELECT z w COMMON o 0 FILL m z / w w UNDISTURBED /// IL vw> EARTH/�/ /�� m 4-F (SEE NOTE 3)rx NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN —CUT DETAIL SCALE: NTS WIRING FROM PUMP STATION BRASS SHUT OF VALVES AND FIT I GS OIL -FILLED PRESSURE GAUGE 2" CROSS _ BALL CHECK VALVE (FULL FLOW) HORIZONTAL Y E INFLOW FROM PRIVATE PUMP STATION CONCRETE STRUCTURE WITH TRAFFIC BEARING COVER LOCKABLE NON SLIP ACCESS HATCH (ALUMINUM) PRESSURE SWITCH 2" BRONZE, BRASS, OR RESILIENT BALL VALVE ITEE w--BRASS DRAIN VAL 2" FL PROPERTY LINE PROPERTY RIGHT-OF-WAY I 2" CAP (MIN) I CAST IRON VALVE BOX I 2" BRASS GATE VALVE I OUTFLOW TO CITY FORCE MAIN I FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY, ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL LETTERS 2" IN HEIGHT 36' WITH 3/4" SPACING BETWEEN ROWS PRIVATE CONSTRUCT AND INSTALL 1 1/4" PUMP SON SIGN IN ACCORDANCE WITH STATION (OWNER'S NAME) vVVV TATI 24" SECTION 22.5.2 OF THE (PHONE NUMBER) ooOAAAo/O/O/�-AO/� � UTILITIES MANUAL E1 1 /4" T-T 1/2" BORDER ---/ I FINISH GRADE PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS 26 PRIVATE PUMP STATION PRESSURE _[� SWITCH & S GAGE DETAILS z 0 F_ a U w 11, A of 0 w 0 w w w w � v 0 0 00 o 0 CD ra af wl tn m m n cp to t n cV �- LLLJ Z Z LLJ O O CD = _ Y Y 0 w H O N of L 00 rY o „ oO I-- U Q)® = oz '� 0 N 0-)- J 0- 0 c -«: p z ¢m o F U n0 a� Q C .0 (n �— LL < 0 N O 0 o o Z N w C�d = L_LJ 0 o o z C J __ � . Z ' - :) E - o - 0 3: w -Z_Q) Z o o Qn z N O a ,U � Q CD U N g c U U V) ¢a cn o� �� QLW U 0o IIz o a � I— C O z F t. I— w w RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE@AOL.COM PH#. 407.898.4752 PROJECT AREA CITY OF SAN FORD LAST FILED: DMS PACKAGE CODE: 2002-06 CAD DWG NAME: SHEET NO. REV. C— 405 0 SCALE: NTS NAME: 5 LAYERS BURLAP 2%4" BRACE — 3" EARTH SAUCER TO HOLD WATER <4 PLANT AT BACKFILL%! EX. GRADE OR IMPORTED SOIL _ IW"-X BALL DIA. 32" CINCH TIES 2"DIA LODGEPQ DRIVEN 3' MIN. INTO SUBGRADE 3" E TO E BACKFILL OR IMPOR SOIL IF NOT SPECIFIED AS HURRICANE CUT, TIE HEADS OF PALMS WITH NATURAL FIBER BIODEGRADABLE TWINE. IF PALM HEADS DO NOT OPEN ON THEIR OWN AFTER ONE YEAR, CONTRACTOR TO CUT TWINE PRIOR TO END OF MAINTENANCE PERIOD FIVE 2"x4"xl6" WOOD BATTENS SECURED WITH TWO 3/4" STEEL BANDS TO HOLD BATTENS IN PLACE. DO NOT NAIL BATTENS TO PALM. 3" MULCH yi 2"x4"x3' STAKE DRIP LINE , .... , EXISTING WHY A BARRIER? GRADE 1. TO PROTECT ALL ABOVE GROUND PORTIONS G GRADE TREE INVENTORY AND USEAGE: TREE TYPE: CAL. SIZE: REMOVED: REMAIN: EAR TREE 36" YES - CAMPHOR 16" - YES PALM 18" YES - EAR TREE 12" YES - OAK 6" YES - OAK 1211 YES - OAK 15" YES - OAK 10" YES - PALM 12" YES - OAK 24" - YES PALM 24" YES - PALM 1811 YES - TWIN EAR TREE 10" YES - PALM 22" YES - CAMPHOR 12" YES - PINE 18" YES - PALM 18" YES - OAK 8" YES - TRIPLE OAK 10" - YES OAK 8" YES - OAK 8" YES - PINE 18" YES - PINE 18" YES - OAK 9" YES - OAK 6" YES - OAK 10" YES - OAK 12" YES - PALM 12" YES - PALM 10" YES - OAK 8" YES - OAK 18" - YES PINE 12" YES - PINE 12" YES - TRIPLE OAK 6" YES - OAK 8" YES PALM 14" - YES 2• TO PROTECT SOIL NEAR TREE FROM COMPACTION 3. PROVIDES PHYSICAL AND MENTAL AWARE- NESS OF TREES' PRESENCE TO EQUIPMENT OPERATORS SPECIFICATIONS 1. FOR WOOD BARRIER ' MINIMUM RADIUS TO BE PROTECTED IS ENTIRE DRIPLINE 5 MIN. 2. MINIMUM 3' IN HEIGHT ...,- ..,..,.. , 3. UPRIGHTS- THE EQUIVALENT OF 2"x4" [ l LUMBER ON 6' MINIMUM CENTERS I3' MIN 4. HORIZONTAL THE EQUIVALENT OF TWO I COURSES OF 1/2" ROPING WITH YELLOW I PLASTIC TAPE FLAGGING HORIZONTAL UPRIGHT 5. BARRIERS TO BE ERECTED AROUND TREES ROPES (2) I TO REMAIN BEFORE CONSTRUCTION OR WHEN NEARBY TREES ARE REMOVED NOTE: 6. BARRIERS TO REMAIN IN PLACE UNTIL BARRIER MUST BE ERECTED ALL PAVING, CONSTRUCTION AND HEAVY PRIOR TO CONSTRUCTION EQUIPMENT IS OUT OF AREA TREE PROTECTION MEASURES", I f � { .. .: �f....: f-i. .L ... 1 2 i l„ 7 W J O Ln Of Li J U .' L O O � N LL_ n V) 0 Ljj C m F- N� LLJ V) VJ VI n 7 11 F-- = J Q p N pW 0_ ��V) U w 0- LLJ 0- CK -, V) 0- V) .- -J Q Z > 0 W o w O W _Z tz i Q J C) U W Z pU ¢ .................. . ..< ...... Z a......... Ja_ C1 - LL W n n ry 160-VO2 (30" OC) 100-V02 (4' OC) 0 wm z O H m O V) u 0 W I— ¢ W W U U 5--Ld 5 0 L.LJ NW LL V) U n z: O L J d- CL OWN w Ln 0 ..__.-_..........- T. AUG hHfC:l�Hht t51IV p3 a� ao cD Ln d r7 N 3" EARTH SAUC`=R o o' 3" MULCH 5—uP aREA BAHIA N TO HOLD WATER ! - Soo ....--..._.._................ (50' OC) , 1 8 VO O O J EXISTING % W W GRADE W � BACKFILL ," ABOVE I� Z _.._. 18 RA 1 D-LC L` o w z z Vr,. EX. GRADE .; I f— W u0A== J F 1 Q U OR IMPORTED Krk I U Ld W solL 1 _ — - p P Lo Q o = _ Z �ODA (3") o c� C� O W NO -J O .._._.................... .......... 2 X BALL DIA. r D EN N Y S J ,,.: ( BSOD ( O ...._.p...�...Z...- z c~D W ..... _ w W W O w O w j `,F- ............- - - p ,....._....._ -.. Irj .._.._._._......._..._..__-. PalBrlt..... - (n__W-�' z SHRUB AND G R 0 U N D C 0 V E R Q Q: �f= _-._......._Triple Oak.............._.............,,_.._.-_...___,._.._.,_..._.w....... --_... ,._.._-._.-.._ (�8 % eswH1A-'• •• +' p j W Q z U ¢ 1 BAHIA .16 ;Oak V) � ¢ w w 1 U 50 f OD . O a m L� p ::::. PLANTING DETAIL _..._.. .. .:...: — O - � Y o w Z W W (p LL A� V) Oak BAHIA ('t ', '® ... w p J O OO O = Q woof ¢ -I i p ;..._.........._.,........,._......,.-..®r�_...,.,_so0.....-.__.._-._.._....__.._..._...-._.._ _-._..__ .._.._-......- T�ipfe'.Obk w Z p � _ m U Y } Ln Ln o W �'. Pine U o ;l [1 r� U Vl v o �< W O W "s Oak W e 0_ `ol -o Ljj Pine Cl I Oak Oak 1.'.'. V)D (n L a� oSIB �- r- Q` W BAHIA -J 2¢ o z N J soD RETENTION POND iz' Q cn W _ �, _ W' Q (n € Pine) (12) BAHFA d .. (� tfT Z o¢ o o I c z r Q Pine SflD' N -� a p L) a Q f' O s Z Oqk .... W L� V) p c 'c Z LL ij 5 I W -i,� N L Q �Ld oW �z m oc� c� r/ I v (6 ) o o z 3 c-'CJ o- y...:::>... - Oak- n _. ' U ! - (Oak j D ' LL 0 +� o `> U Lij V) BSOD -.. f ;% o� �� 1 1 � BAHIA N LANDSCAPE PLAN __ _ ___.______._ __._ N N :_ ;f € ,' (12 Paml L o LL _,._. _ _._..._., .._ _Oak -..__.,,.._................ BAHIA o U W SCALE: 1 " = 2 0' " ' _.._.._......... P . ................... _..__._.._. S0° � � � � °' LL > o ... ¢ - 0 iXT.. ..., i" U _ a J E Q L,J __....-_......................._.............._,.._._._......_.__......._.._.....-,....._.......__.............-........_........,-......____.___...-...-_...._....,......__......_..........................._-......._........__..._...._.._......._................................... -� � _, :,.: s ;' f' ;a, z ; �� — — — —.,ems. ...........................__..-., t y PLANT SYMBOLS LEGEND -- S 895508 123.51 w ,> �� o a= � u w PLANT NOTES TYPE THREE VISUAL SCREEN: 1 TREE REQ'D. AND PROVIDED FOR r Q ~ YMB QTY. COMMON NAME (BOTANICAL NAME) EACH 50 LF, 25 SHRUBS REQ'D. AND PROVIDED FOR EACH 100 ! ° ¢ - 0 z � 1). ALL LANDSCAPED AND SODDED AREAS DELINEATED ON THESE PLANS SHALL BE SPECIFICATIONS s I— u IRRIGATED BY AN AUTOMATIC SYSTEM. SEE IRRIGATION PLANS. LF OF PROPERTY LINE AS PER SCHEDULE J, SECTION 3.3 (C) = V) 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3" OF PINE BARK NUGGET MULCH. TREES: 2-QV LIVE OAK (QUERCUS VIRGINIANA) RICK HOEPNER P.E. (#23319) 3). ALL TREE SAUCERS SHALL BE TOP DRESSED WITH 3" OF PINE BARK NUGGET MULCH. B&B, 10' HT., 6" CAL. MIN., SINGLE STRAIGHT TRUNK, 6' CT (ls') EXISTING TREE TO BE REMOVED 2417 MARZEL AVENUE Pine 4). IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BECOME FULLY FAMILIAR ORLANDO, FLORIDA 32806 WITH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS 15-WR WASHINGTON PALM (WASHINGTONIA ROBUSTA) ............... RICKHOEPNERPE©AOL.COM AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION B&B, 10' OVERALL HT., 5 FULL FRONDS MIN. OF THE LANDSCAPE MATERIAL. .,'.'.'. PH#. 407.898.4752 5). STAKING OF TREES AND PALMS IS REQUIRED BY THE LANDSCAPE CONTRACTOR. CONTRACTOR 14-UP DRAKE ELM (ULMUS PARVIFOLIA 'DRAKE') Q. EXISTING TREE TO REMAIN SHALL FLAG ALL GUY WIRES IF LODGEPOLE STAKES ARE NOT USED. CONTRACTOR SHALL B&B, 12 HT., 4 CAL. MIN., SINGLE STRAIGHT TRUNK, 5 CT MAINTAIN ALL TREES AND PALMS IN AN UPRIGHT PLUM CONDITION THROUGHOUT WARRANTY PERIOD. {o k� SHRUBS AND GROUNDCOVERS: '.'.' PROJECT AREA 6). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO 47-VO SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) ARCHITECTURAL OR PAVED SURFACES. 7 GAL, 30" HT., FULL, 3' OC N CITY OF SANFORD 7). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO. 1 ACCORDING TO THE GRADES ® 180-V02 SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. 3 GAL, 24" HT., FULL 8). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54" ABOVE THE TOP OF THE Cj 38-RA DWARF INDIAN HAWTHORN (RAPHIOLEPIS INDICA 'ALBA-) 20 0 20 40 ROOT BALL (DIAMETER AT BREAST HT.) 3 GAL, 15" HT./SPR., FULL PLANT, 30" OC LAST FILED: EDMS PACKAGE CODE: :f 38-LC RUBY LORAPETALUM (LORAPETALUM CHINENSIS 'BRANDY') THIS PLAN MAY HAVE BEEN REDUCED IN SIZE CAD DWG NAME: 9)" THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO 3 GAL, 18 HT./SPR., FULL PLANT, 30 OC SHORTER THAN 90 DAYS FROM THE DATE OF THE " FINAL ACCEPTANCE" BY THE CLIENT VERIFY BEFORE SCALING DIMENSIONS 2002-06 AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM ONE YEAR SOD ST. AUGUSTINE (STENOTAPHRUM SECUNDATUM 'FLORATAM') rill WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED IN SOLID SOD SHEET NO. REV. WRITING AND SHALL BE PART OF THE BIDDING DOCUMENTS PROVIDED TO THE CLIENT J. SCOTT LIBERTY, LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR. BAHIA SOD ARGENTINE BAHIA (PASPALUM NOTATUM) 5621 REVELWOOD LOOP WINTER PARK FL. 32792 SOLID SOD BOTTOM OF RETENTION POND PHONE: (407) 719-2124 FAX: (407) 671 -6904 NAME: /l,� AD-601 3 Ferri a IRRIGATION LEGEND Indicates a TORO 570Z-PRX 6" pop-up sprinkler body with letter key designating the recommended/designed nozzle to be used at each C O body location. Install using 18" of 1/2" flex PE pipe and appropriate fittings per manufacturer's specifications. Indicates a TORO 570Z-PRX 12" pop-up sprinkler body with letter key designating the recommended/designed nozzle to be used at each V body location. Install on a 1/2" PVC schedule 40 riser (painted black) with appropriate fittings per manufacturers specifications so that the nozzle pops up above the top of the surrounding plants and retracts below the tops. 8 Indicates a HUNTER PGP-ADJ pop-up part -circle gear driven rotor body with number key designating the recommended/designed nozzle to 6e used at each body location. Install using 18" of 3/4" flex PE pipe and appropriate fittings per manufacturer's spcifications. 4 Indicates a HUNTER PGP-ADJ 12" pop-up part -circle gear driven rotor body with number key designating the recommended/designed nozzle ® to be used at each body location. Install on a 3/4" PVC schedule 40 (painted black) with appropriate fittings per manufacturer's specifications so that the nozzle pops up above the top of the surrounding plants and retracts below the tops. Indicates the approximate location of a 1" TORO 254 electric remote control valve with flow control installed with appropriate fittings per manufacturer's specifications in an appropriately sized standard rectangular valve box. Install all valves in valve boxes near backs of curbs or behind trash enclosure per manufacturer's specifications. au omatic controller all mount the controller indoor or outdoor Indicates the approximate location of a TORO Turf Pro six station outdoor t W t T general contractor shall supply the 120 VAC power supply,and an conduits directed b the Owner, or his agent.. he ne where indicated or as t, Y 9 9 PP Y P Y1_C1 necessary to power the controller and valves. Indicates the approximate location of a HUNTER Mini-Clik rain sensor mounted on the eave facia, or atop the parapet, with appropriate ® fitting and wiring per manufacturer's specifications. Connect the rain sensor wires to the appropriate controller terminals, After the initial wateringin period, the irrigation and/or general contractor shall re -set the rain sensor to shut off at 1/4" of rainfall. P 9 / Indicates the approximate location of a 1" ZURN-WILKINS 975XL reduced pressure backflow preventer install adjacent and parallel to the inside of the hedge per State and local codes and ordinances. {{- Indicates the approximate location of a 1 1/2" irrigation service stub out with a recommended 1" AWWA irrigation water meter to be ?T.^ provided by the general contractor for the project irrigation system to be connected to. Indicates a PVC Class 160 irrigation zone/lateral piping of the size called for in each segment. [NOTE: All piping downstream of a 1/2" 3/4" designation, or to an individual head, shall be 1/2" in size.] Install with appropriate fittings, solvent, etc. per manufacturers specifications. Indicates a 1 1/2' PVC schedule 40 mainline piping. Install with appropriate fittings, solvent, etc. per manufacturer's specification. Indicates the approximate location of a PVC schedule 40 irrigation sleeve of the size called for at each location with a minimum cover of 4" S 4" Sleeve & 24". Install with appropriate fittings, etc. per manufacturer's specifications. At Indicated sleeve locations, an irrigation wiring sleeve of Wire Sleeve schedule 40 PVC piping with appropriate fittings, etc. shall be installed within the piping sleeve. © Indicates the irrigation zone/lateral number or letter. IRRIGATION NOTES 1. All PVC piping running under driveways, roads, buildings, or other paved areas shall be sleeved in schedule 40 PVC sleeving with a minimum of 24" of cover under vehicular use areas and 18" of cover under non -vehicular use areas. In indicated sleeves, a wiring sleeve of the size called for shall be installed to protect controller wiring. when trenching for irrigation piping, wiring, etc. to avoid trees 2. Irrigation and/or general contractor shall refer to the landscaping and engineering w , 9 / P 9 9 9 9 9 P P 9� 9� shrubs, structures, utilities, etc. 3. All mainline piping shall be buried to a depth to have a minimum cover of 18". All zone/lateral piping shall I be buried ie to a depth to have a minimum cover of 14". Where ever possible, common trenching of mainlines, zones/laterals, and wiring shall be utilized. 4. The irrigation and/or general contractor shall individually set each Irrigation controller station to apply a maximum total of one inch of water a week in each zone/lateral per local evapo-transpiration rates, site climatic conditions, and site soil conditions after the initial waterin in period. 5. Should any irrigation discrepancy, problem, etc, arise, it shall be brought to the attention of the general contractor, the Owner (or, his agent), and the landscape architect of record for a decision before proceeding with the project irrigation work. 6. The irrigation and/or general contractor shall comply with all local and State building/irrigation codes, ordinances, etc. and obtain all permits, licenses, etc. necessary to install the project irrigation system as designed. 7. The irrigation and/or general contractor shall coordinate his/their project owrk with all other contractors to assure efficient and timely completion of the total project work. 8. The irrigation and/or general contractor shall be responsible for providing all labor, equipment, and new system materials in the performance of the project irrigation work. 9. All project irrigation system work shall be done under the direct supervision of a knowledgeable and experienced irrigation foreman, and by knowledgeable and experienced irrigation persons, in accordance with good commercially acceptable irrigation practices and procedures. Also, all project irrigation system work shall be done in accordance with the latest edition of the Florida Irrigation Society's "Standards and Specifications for Turf and Landscape Irrigation Systems" and/or the particular manufacturer's standards and specifications. 10. The irrigation and/or general contractor shall protect all existing structures, utility services, any plant materials scheduled to be saved, etc. and be responsible for its/their repair or replacement if damaged by him/them. 11. The irrigation and/or general contractor shall remove all debris and unsuitable or surplus material from the site which is generated or produced by the project irrigation work. 12. Should any local, State, etc. codes, ordinance, standard, specifications, or good commercial irrigation practice or procedure conflict with this project's irrigation plan, specifications, details, etc., then the irrigation and/or general contractor shall assume that the stricter or more stringent shall apply to the project irrigation system work. e 13. The irrigation and/or general contractor shall verify all existing site grades, dimensions, conditions, available GPM and PSI, etc. in the field before beginning 9 any project irrigation system work and bring any and all discrepancies, problems, etc. to the attention of the Owner, or his agent, and the landscape architect of record for a decision before proceeding with the project irrigation work. 14. The irrigation and/or general contractor shall adjust the throw and pattern of each recommended/designed irrigation nozzle/head to minimize wasted areas buildings, water sprayed onto paved g , etc. 15. The irrigation controller wire shall be UL listed solid copper line for direct burial and sized to actuate the valve solenoids from the controller at the final Installed distances. All wire splices shall be made with irrigation industry aproved water tight connectors in valve boxes. 16. The irrigation and/or general contractor shall supply the Owner (his agent, or, store manager) with all pertinent system information, devices, and system record drawings necessary to operate and maintain the project irrigation system in on efficient and professional manner. 17. The irrigation and/or general contractor shall warranty all project irrigation system components and workmanship for a minimum period of one year from the date of total project acceptance by the Owner. 18. The irrigation and/or general contractor shall make no irrigation system substitutions, general or specific design modifications, etc. without the written permission of both the Owner, or his agent, and the landscape architect of records. GENERAL NOTES A. Some of the project irigation system components, lines, etc. have been shown either outside of the protery lines and/or within paved paved areas for system graphic design purposes. These system components, lines, etc. shall be located within adjacent project landscape areas as much as possible, or, resolved as indicated as a site installation problem. B. The indicated rotor heads shall be adjusted to properly back spray into the adjacent hedges for site watering by the irrigation and/or general contractor to provide irrigation watering coverage. Finished grade Valve box Electric remote control valve of the size and type called for on the plan. 12" pea gravel sump r , i , , r l f,. i f ; N 89°44'53" E 273.70' �f r i r_.. _.. .......... _.. i s f , r s N F I I I ,�I I I I I I > " P P 1 3 /4 1.... 2„ 1 „ 3/4„ I G 1, f /M PP. 5 10 i fi` t' !' f/, ,sty `_ I • PAY7NG I PP 1 L rr s �' f' ff r•• \iy A j 8 - I 1/2„ pp L I PAVINGA r I £ J ...................... ................. I L / C pp / PP PP R=585r,>;�,,> 65' 1/2" j I Delta=Q° 1321" 1' \ I C / PP'' 1 1/2" Sleeve 3/4" j L=.1-25.02,,"" OD 3/4,. s ; es I I , f.... Sleeve & 3/4" 4 , 1/2" 3/4„ Wire Sleeve / r r , i f 'f % "'•/ r r , r , IRRIGATION PLAN M V V ...................%£.'.............................................. V , 3/4"M ;�. S V V AA GG GG GG GG GG S ............... 3" Sleeve & ......,..,.,... ............ 3/4" Wire Sleeve - --- "'' V I O� 1 1/4" i 0, 00 Sidewalk or building Finished grade Pop-up rotary head of the size and type called for on the plan. 1/2" or 3/4" flex pipe called for on the plan with appropriate fittings, or, a PVC swing joint. Irrigation zone/lateral piping with appropriate PVC tee or ell. POP-UP ROTOR DETAIL - NOT TO SCALE Water tight wire connector Expansion/surge coils PVC zone/lateral piping of the size called for on the plan. Contoller wires PVC mainline piping and riser of the size called for on the plan. Make connections with appropriate fittings. ELECTRIC REMOTE CONTROL_ VALVE - NOT TO SCALE Sidewalk or building Finished grade Pop-up spray head of the size and type called for on the plan. 1/2" flex pipe of the length called for with appropriate fittings, or, a PVC swing joint. Irrigation zone/lateral piping with appropriate PVC tee or ell. POP-UP SPRA Y DETAIL TAIL_ NOT TO SCALE TORO 570Z SPRAY NOZZLE SELECTION CHART KEY SPEC. # PSI GPM RADIUS A 15-Q 30 0.85 15 B 15-T 30 1.10 15 C 15-H 30 1.65 15 D 15-TT 30 2.20 15 E 15-TQ 30 2.60 15 F 15-F 30 3.60 15 G 12-Q 30 0.50 12 H 12-T 30 0.72 12 1 12-H 30 1.09 12 J 12-TT 30 1.45 12 K 12-TQ 30 1.55 12 L 12-F 30 2.19 12 M 10-Q 30 0.40 10 N 10-T 30 0.52 10 0 10-H 30 0.71 10 P 10-TT 30 0.97 10 Q 10-TQ 30 1.04 10 R 10-F 30 1.49 10 S 4-EST 30 0.45 4 X 15 T 4-CST 30 0.90 4 X 30 U 9-SST 30 1.20 9 X 18 V 4-SST 30 0.90 4 X 30 W 2-SST 30 0.09 2 X 6 X 4S-SST 30 0.55 4 X 18 Y 5-Q 30 0.09 5 z 5-T 30 0.12 5 AA 5-H 30 0.19 5 BB 5-TT 30 0.25 5 CC 5-TQ 30 0.29 5 DD 5-F 30 0.38 5 EE - 8Q 30 0.24 8 FF 8-T 30 0.30 8 GG 8-H 30 0.50 8 HH 8-TT 30 0.70 8 II 8-TQ 30 0.76 8 JJ 8-F 30 1.00 8 KK SB-90 30 0.86 13 ILL SB-180 30 1.43 12 MM SB-360 30 2.00 8 NN SB-2-180 30 0.86 13 00 SB-4-180 30 1.43 12 PP ADJ 30 VARIES 15 HUNTER PGP ROTOR NOZZLE SELECTION CHART KEY SPEC. # PSI GPM RADIUS 1 1 30 0.5 21'-28' 2 2 30 0.7 22'-29' 3 3 30 0.9 23'-30' 4 4 30 1.2 24'-32' 5 5 30 1.6 26'-34' 6 6 30 2.0 27'-36' 7 7 30 2.6 27'-36' 8 8 30 3.2 28'-37' 9 9 30 4.2 29'-38' 10 10 30 5.2 30'-40' 11 11 30 7.1 33'-44' 12 12 30 10.6 33'-44' LANDSCAPE ARCHITECTURE / IRRIGATION DESIGN DAVID WICKHAM & ASSOCIATES INC. 722 POWDERHORN CIRCLE LAKE MARY, FL. 32746-5113 (407) 328-1586 4" Sleeve & 3/4" Wire Sleeve €I. V V 1„ i I 3/4„ CD I V .................................N..... , 3/4' co I K C ...................... ........ I 1 /2„ £ I W I I d C A B 4 I Id K l O z 10 1 1/2" ............ _ _ ...........,. /f 18 3 �1 s I ,; s* f� I f' V. f, f I s M 8 25'x40' DETAILING BUILDING 10 5 3/4" 8 10 1 1 /4" 1 „ 3/4" �j,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_.............. .................,.,,,,..,..,,.,,,.,,..,,.,,,,.......... .............................. .... .,.... ......... . f RETENTION POND i F ,i.,, 5 8 8 - 1" - - - - 3/4„ - RRIGATION ZONE/LATERAL SCHEDULE ZONE TYPE GPM MINIMUM PSI VALVE RECOM. OPERATING TIME KEY DOWNSTREAM SIZE TO APPLY 1" OF WATER OF METER A WEEK ** A ROTOR 16.0 48.9 1" 120 MINUTES +/- B ROTOR 22.4 50.5 1" 120 MINUTES +/- C SPRAY 25.1 48.8 1" 42 MINUTES +/- D SPRAY 28.0 48.6 1" 40 MINUTES +/- E SPRAY 26.1 50.5 1" 70 MINUTES +/- F ROTOR 24.8 53.1 1" 120 MINUTES +/- ** These recommended operating times should be divided by the number of days a week you would like to run the irrigation system to roughly get each zone's running time setting. NOTE: It is estimated that this irrigation system (if installed as designed, and, professionally operated and maintained) should require roughly a minimum of a o all areas of the site. 11 600 gallons of water a week to apply 1 of water t . PP Y 9 , r'r 5 I 8 I I I � I ......r....... ..,..................-- .......---._... r„ THIS PLAN MAY HAVE BEEN REDUCED IN SIZE VERIFY BEFORE SCALING DIMENSIONS z O H a it w v�i oLLJ a w a- H U) u_ 0 r Q J 0 w w of � W f- � 0 w 0 0 w 0 � Z O> �m M n ¢ RESEEMENERE ¢ 0 0 Ld 0m U) 0 " 00©0©©o o- w Z IL W 0 = Y U 00 U a U a � Ld W O ¢ ¢ ~ U w F__ = Z ¢ Ld W W Z O w 1 o w o_ 1­_ a. p I- w I- w I- Ld y W 0 L, 0 N W o w o) o Q) ¢ �- m 0 L aa- o � N _I J ? O w o 00 U U LLJQ I z c z ° � (\ � Q 0 J Q a QD T- I J ' C N 0 m `0 8 ZQ60 a o Q z O0Z� 3z ~ 0 U F_ C 1 C a Q) � Z o ° -C:: Q Q O o .D a U / r� E) O Q� �J 7 o a 00 W �, in¢ a o � :2 U c 7 Q z - U o V) 3 O o = v 0- 1 LLJ W O N :-' ¢ .�-+ ¢ 0 Z W w V) RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPEQAOL.COM PH#. 407.898.4752 PROJECT AREA i CITY OF SANFORD i ,fir ,. •L 1 1 CAD DWG NAME; 2002-06 /DWA #23025 I SHEET NO. REV. OC Copyright DWA 3/03 7 We I EXISTING / "BELL SOUTH" / TELEPHONE MANHOLE Sign LANDSCAPE Lift Station LANDSCAPE STOP SIGN d°/ "DENNY'S" \ Sign Sign - STUB -UP 2" PVC FOR TELEPHONE COMPANY REVENUE METER - TERMINATION 0 BASE AND ENCLOSURE 0 (2) 5/8" x 20' - x GROUND RODS Asphalt EMPTY 2" PVC WITH PULL ❑ 4G, BARE SOLID - STRING 3 5❑' CU IN 3 4" PVC LANDSCAPE PANEL "B" 7(ASPHALT) [6] 0TELEPP HONE COMPANY 4#6, 1 #fiG NETWORK INTERFACE IN 1 1 /4" PVC ENCLOSURE (BY OTHERS) r� r, LANDSCAPE o � LANDSCAPE (ASPHALT) Concrete =MO. 4' Concrete Sidewalk Adjacent Building "OENNY'S RESTAURANT" NW% EXISTING "FP&L" SERVICE POLE WITH (3) 37.5 KVA POLE MOUNT TRANSFORMERS PROPOSED CARWASH FACILITY 0 a 0 0 LANDSCAPE EXISTING POLE LIGHT Concrete ��EL�E��C��TRICAL SITE PLAN JVl1LG. 1 = 20 LANDSCAPE 0 LANDSCAPE Adjacent Meial Building "FP&L" SERVICE POLE WITH (3) POLE MOUNT TRANSFORMERS "FP&L" IN -GROUND JUNCTION BOX 2 SETS: 4-350 MCM E N 3" PVC LANDSCAPE VACUUM BLDG. PANEL "B" LANDSCAPE — 1d01S PARKING LOT (ASPHALT) LANDSCAPE II o I o I o I RETENTION POND (ASPHALT) DETAILING BUILDING x EXISTING "FP&L" POLE x WITH (3) 100 KVA POLE MOUNT TRANSFORMERS x x x x r----i 1 x o 7❑. r-O-i 4#3, 1 #4G i --------------- IN 1 1 /4" PVC �o 0 1 I Retention � Pond LANDSCAPE PANEL "B" LANDSCAPE EMPTY 1 1 /4" PVC WITH PULL STRING F8.] --------------- PLAN NOTES (GENERAL) 1. REFERENCE DRAWING E-201 FOR SITE LIGHTING PLAN, FIXTURE SCHEDULE, POLE BASE DETAIL, ETC. 2. REFERENCE DRAWING E-202 FOR SITE LIGHTING PHOTOMETRIC PLAN AND DATA. 3. REFERENCE DRAWING E-401 FOR ELECTRICAL RISER DIAGRAM, DETAILS, LIGHTING CONTROL DETAILS, LEGEND, GENERAL NOTES, ETC. PLAN NOTES 0 FURNISH AND INSTALL ONE (1) NEMA 3R REVENUE METERING BASE AND ENCLOSURE, 600A RATED, SUITABLE FOR 120/208V, THREE PHASE, FOUR WIRE SERVICE IN ACCORDANCE WITH THE LOCAL POWER UTILITY'S REQUIREMENTS. FURNISH AND INSTALL A SERVICE ENTRANCE GROUNDING SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND THE REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY. LEAVE A MINIMUM OF 10' OF THE GROUNDING ELECTRODE CONDUCTOR AVAILABLE FOR TERMINATION AT THE BUILDING SERVICE DISCONNECTS, WIREWAY AND THE REVENUE METER ENCLOSURE. 3❑. FURNISH AND INSTALL ONE Q) EMPTY 2" PVC CONDUIT WITH PULL STRING (FOR THE LOCAL TELEPHONE COMPANY S USE) FROM THE LOCATION SHOWN ON THE BUILDING TO THE UTILITY EASEMENT, AS NOTED. STUB -UP THE CONDUIT AND INSTALL A TEMPORARY PIPE CAP ON THE CONDUIT. 4.] FURNISH AND INSTALL TWO (2) SETS OF 4-350 MCM SERVICE ENTRANCE CONDUCTORS IN 3 CONDUITS IN ACCORDANCE WITH THE LOCAL ELECTRIC UTILITY'S REQUIREMENTS. INSTALL THE SERVICE ENTRANCE CONDUCTORS FROM THE UTILITY INSTALLED IN - GROUND JUNCTION BOX NEAR THE UTILITY SERVICE POLE TO THE BUILDING NEMA 313 REVENUE METERING BASE AND ENCLOSURE. 5❑. FURNISH AND INSTALL AN AWG #4 BARE CU GROUND WIRE FROM THE SERVICE ENTRANCE GROUNDING ELECTRODE CONDUCTOR TO THE LOCATION OF THE TELEPHONE COMPANY SERVICE INTERFACE EQUIPMENT. LEAVE A MINIMUM OF 10' OF THE GROUND CONDUCTOR AVAILABLE FOR TERMINATION AT THE EQUIPMENT BY THE TELEPHONE COMPANY. 60 FURNISH AND INSTALL 4#6, 1 #6G IN 1 1 /4" PVC CONDUIT FROM PANEL "B" IN THE ELECTRICAL ROOM TO THE SITE SEWAGE LIFT STATION. FURNISH AND INSTALL 4#3, 1#4G IN 1 1/4" PVC CONDUIT FROM PANEL "B" IN THE ELECTRICAL ROOM TO THE VACUUM BUILDING. F8—.] FURNISH AND INSTALL AN EMPTY 1 1/4" PVC CONDUIT FROM PANEL "B" IN THE ELECTRICAL ROOM TO A WEATHERPROOF JUNCTION BOX NEAR THE DETAILING BUILDING. a a Q fy- 0 0 w N w w U 0 0 � Q o 0 w U)m �N 0 M r�l CD LO 't I) N m me 4_ O ul 0) o0 V w 4, v� v 00 Q) oZ L ��� N Q oa o o? I U C3 a� n.� O Q Cl— W a _ `) �— LL_ LLJ + O N oo� Z N � Ua0- 3z V) in Z'-� Eve ° .� +� N ,° =zoos Q ry U N O 'n V E U m= `C L Q ®y U NO + v U LL CD z s'-0r _J U a a 0, Q LLJ LLJ s 0 _= V — J z O O � 7 LLJ 41 Q+r�o Q Z F F- ~ F, W Z = V) C 0 CEN A SSOCI A TES P.A. AUTHOlMnON NUl®ER 84M 2457A SOUTH B AWASSEE RD. P.M.B. 301 ORLANDO, FL. 32835 PROJECT AREA CITY OF SAN FORD N LAST FILED: EDMS PACKAGE CODE: yeti ��20216-12 20 0 20 40 CAD DWG NAME: THIS PLAN MAY HAVE BEEN REDUCED IN SIZE; �d - �'SHEET N0. REV. VERIFY BEFORE SCALING DIMENSIONS NAME: ROBER G:. CLOUSE E-104 WEATHERHEAD AND CONDUCTOR TERMINATION BY FP&L CONDUIT ENTRANCE FITTINGS BY FP&L CONDUCTORS AND CONDUIT BY FP&L IN -GROUND HANDHOLE NEAR POLE AND CONDUCTOR TERMINATIONS BY FP&L PANEL B 1 L, I L2 b 20A, 2P (^ C^ 3#12, 1 #12G IN 1 /2" EMT 30A, 7p 2H, 1 G IN 1" PVC Ir LC 4 TO POLE LIGHTS FP&L POWER POLE AT UTILITY EASEMENT 120/208V, 30, 4W METER PER FP&L REQUIREMENTS F - _ WIREWAY _ _ _ -.1 F -I- 7 2 SETS: 4-350 MCM I � 1400A I 1400A I' SERVICE I 1400AF1 1225AF1 DISCONNECTS IN 3 SCH. 80 PVC I I I 3P 11 1 3P F f 240V I 240V 1 3❑. #4G, BARE 6' COIL AT BUILDING 10' COIL AT TELEPHONE STRANDED CU �-4 GRADE BEAM LOCATION NETWORK INTERFACE #2RAND BARE FOR ATTACHMENT EQUIPMENT LOCATION TO REBAR FOR ATTACHMENT I STRANDED CU ` GRADE SCH. 80 PVC IN 1" PVC ¢ 24" RADIUS MIN. I 1 I �--------------------- I 2 SETS: �-------BARE 4G, BARE ----------------------- 1 4-350 MCM 2/0 G, IN 3" SCH. 40 PVC 3�# # t STRANDED CU SOLID CU IN MINIMUM (2) -�IN 1 PVC 3/4 PVC 5/8" x 20' GROUND RODS ELECTRICAL RISER DIAGRAM SCALE: NONE DIAGRAM NOTES 1a. FURNISH AND INSTALL TWO (2) SETS OF 4-350 MCM SERVICE ENTRANCE CONDUCTORS IN 3" CONDUITS IN ACCORDANCE WITH THE LOCAL ELECTRIC UTILITY'S REQUIREMENTS. N INSTALL THE SERVICE ENTRANCE CONDUCTORS FROM THE UTILITY INSTALLED IN - GROUND JUNCTION BOX NEAR THE UTILITY SERVICE POLE TO THE BUILDING NEMA 3R REVENUE METERING BASE AND ENCLOSURE. FURNISH AND INSTALL ONE (1) NEMA 3R REVENUE METERING BASE AND ENCLOSURE, 240V RATED SUITABLE FOR 120/208V, THREE PHASE, FOUR WIRE SERVICE IN ACCORDANCE WITH THE LOCAL POWER UTILITY'S REQUIREMENTS. 30. FURNISH AND INSTALL A SERVICE ENTRANCE GROUNDING SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND THE REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY. LEAVE A MINIMUM OF 10' OF THE GROUNDING ELECTRODE CONDUCTOR AVAILABLE FOR TERMINATION AT THE BUILDING SERVICE DISCONNECTS, WIREWAY AND THE REVENUE METER ENCLOSURE. FURNISH AND INSTALL AN AWG #4 BARE CU GROUND WIRE FROM THE SERVICE ENTRANCE GROUNDING ELECTRODE HAND AUTO CONDUCTOR TO THE LOCATION OF THE TELEPHONE COMPANY SERVICE INTERFACE EQUIPMENT. LEAVE A MINIMUM OF 10' OF THE GROUND CONDUCTOR AVAILABLE FOR - - ----JPE TERMINATION AT THE EQUIPMENT BY THE TELEPHONE COMPANY. 70. TM PHOTOELECTRIC CELL ® REFERENCE THE BUILDING ELECTRICAL DRAWINGS FOR BUILDING INTERNAL 3TM-I). ____J ELECTRICAL SYSTEM DESIGN. FURNISH AND INSTALL ONE (1) SQUARE VLIGHTING CONTACTOR, "CLASS 8903", 30 AMPERE CONTINUOUS CURRENT RATING, 2 POLE, ELECTRICALLY HELD, WITH CONTROL FUSE AND 120V COIL. CONTACTOR SHALL BE INSTALLED IN NEMA 1, SURFACE MOUNTED ENCLOSURE WITH DOOR MOUNTED "HAND -OFF -AUTO" SELECTOR SWITCH. LC © FURNISH AND INSTALL ONE (1) TORK "5001 S", OMNI -DIRECTIONAL PHOTOELECTRIC CELL WITH TIME DELAY SWITCHING AND SURGE PROTECTION, 120V RATED FOR CONTROL OF THE LIGHTING CONTACTOR. 7❑. FURNISH AND INSTALL ONE (1) INTERMATIC, MODEL "ET171C", 24 HOUR, SEVEN DAY, SINGLE CIRCUIT TIMER, SPDT, 30A, 1 HP, 120V RATED, SLIDE SWITCH PROGRAMMING WITH MINIMUM 3 HOUR BATTERY BACKUP, IN INDOOR SURFACE MOUNT ENCLOSURE. EXTERIOR LIGHTING CONTROLS SCALE: NONE HEAVY DUTY CAST IRON COVER BOND GROUND WIRE ABBREVIATIONS TO THE PULL BOX A AMPERE BROOKS CAST IRON COVER AFF ABOVE FINISH FLOOR PULL BOX AF AMPERE FUSE #6 STRANDED AT AMPERE TRIP 6" CRUSHED COPPER GROUND WIRE CT CURRENT TRANSFORMERS ROCK BASE CU COPPER CONDUCTOR COMPRESSION EMT ELECTRICAL METALLIC TUBING CONNECTION FDS FUSIBLE DISCONNECT SWITCH G GROUND CONDUCTOR IMC INTERMEDIATE METAL CONDUIT MCB MAIN CIRCUIT BREAKER MLO MAIN LUGS ONLY NEC NATIONAL ELECTRICAL CODE TO BUILDING TO SERVICE NFDS NON -FUSIBLE DISCONNECT SWITCH CONDUIT CONDUIT P POLE 10' PVC POLYVINYL CHLORIDE (CONDUIT) GROUND ROD RGS RIGID GALVANIZED STEEL CONDUIT V VOLTS TYPICAL METAL COVER PULL BOX DETAIL IL SCALE NONE PLAN NOTES GENERAL m 1. THE INSTALLATION SHALL COMPLY WITH THE LATEST EDITION OF ALL GOVERNING FEDERAL, STATE AND LOCAL CODES OR ORDINANCES AND THE NATIONAL ELECTRICAL CODE (NFPA 70). 2. ALL MATERIALS SHALL BE NEW AND FREE OF DEFECTS AND SHALL BEAR THE UNDERWRITER'S LABORATORIES (U.L.) LABEL OR BE LABELED OR LISTED WITH AN APPROVED NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY. 3. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND ELECTRIC, LIGHTING, 0 TELEPHONE AND OTHER UNDERGROUND UTILITIES AFFECTED BY THIS PROJECT CONSTRUCTION PRIOR TO INITIATING CONSTRUCTION, COORDINATE THE W REQUIREMENTS AND INSTALLATION OF ALL SERVICE ENTRANCE WORK WITH THE LOCAL ELECTRIC UTILITY, LOCAL TELEPHONE COMPANY, THE LOCAL PERMITTING AUTHORITIES, AND THE OWNER. 4. CONTRACTOR SHALL REVIEW AND COORDINATE THE ELECTRICAL CONSTRUCTION WITH THE LOCAL TELEPHONE COMPANY, THE LOCAL ELECTRIC UTILITY, OTHER TRADES, THE l EQUIPMENT SUPPLIER, THE BUILDING SUPPLIER, THE ARCHITECTURAL AND BUILDING ELECTRICAL DRAWINGS AND THE OWNER. 5. THE ELECTRICAL DRAWINGS ARE SCHEMATIC ONLY. COORDINATE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT AND DEVICES WITH THE BUILDING, BUILDING ELECTRICAL AND MECHANICAL DRAWINGS, THE EQUIPMENT MANUFACTURERS DRAWINGS AND THE OWNER PRIOR TO BEGINNING INSTALLATION. W a 6. IT IS NOT THE INTENT OF THESE ELECTRICAL DRAWINGS AND SPECIFICATIONS TO IDENTIFY EACH AND EVERY DETAIL OF THE ELECTRICAL CONSTRUCTION. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY EQUIPMENT AND LABOR TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL INSTALLATION. o>- a 7. ALL WIRE SHALL BE STRANDED COPPER CONDUCTORS, 600V RATED, TYPE a Q g q a a a a a a a a THHN/THWN, UNLESS OTHERWISE NOTED. 8. ALL EXTERIOR ELECTRICAL, LIGHTING AND COMMUNICATIONS SERVICES LOCATED UNDER PAVING OR DRIVES SHALL BE INSTALLED UTILIZING SCHEDULE 80 PVC CONDUIT, UNLESS OTHERWISE NOTED. ALL EXTERIOR ELECTRICAL, LIGHTING AND COMMUNICATIONS SERVICES LOCATED IN LANDSCAPE AREAS SHALL BE INSTALLED UTILIZING SCHEDULE 40 PVC CONDUIT, UNLESS OTHERWISE NOTED. USE ONLY LONG SWEEP (LARGE RADIUS) ELBOWS FOR TELEPHONE CONDUITS. 9. ALL BELOW GRADE CONDUIT SHALL HAVE A PLASTIC BASED, 6 INCH WIDE 0 IDENTIFICATION TAPE INSTALLED ABOVE THE CONDUIT AND APPROXIMATELY 12 INCHES BELOW FINISH GRADE. THE TAPE SHALL BE ORANGE FOR COMMUNICATIONS V) CONDUITS AND RED FOR POWER CONDUITS, THE TAPE SHALL BE MARKED "CAUTION CABLE BURIED BELOW". s 10. IN -GROUND PULL AND JUNCTION BOXES INSTALLED IN LANDSCAPE AREAS SHALL BE ckf "AASHTO H-10 TRAFFIC LOADS (INCIDENTAL TRAFFIC)" RATED, H-10 RATED BOX COVERS SHALL BE POLYMER, HEAVY DUTY. IN -GROUND JUNCTION AND PULL BOXES INSTALLED IN ROADWAYS OR DRIVES SHALL BE "AASHTO H-20, ROADWAY TRAFFIC" n RATED WITH ASSOCIATED METAL COVERS. COVERS SHALL BE MARKED "ELECTRIC" FOR ELECTRIC SERVICE AND "TELEPHONE" FOR TELEPHONE SERVICE. METAL COVERS SHALL c BE GROUNDED, IN -GROUND PULL AND JUNCTION BOXES SHALL BE BROOKS PRODUCTS H OR QUAZITE UTILITY PRODUCTS EQUAL. o 0 a 11. A SIX INCH BASE OF COMPACTED, CRUSHED ROCK SHALL BE PROVIDED UNDER PRE- CAST CONCRETE PULL AND JUNCTION BOXES TO INSURE UNIFORM DISTRIBUTION OF U)m SOIL PRESSURE ON THE BOX. ALL IN -GROUND PULL AND JUNCTION BOXES SHALL BE - INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 12. CONTRACTOR SHALL SAW CUT ACROSS EXISTING CONCRETE, ASPHALT AND OTHER Q% co r� co � �y PAVED SURFACES, ONLY IF ANOTHER PATH THAT REQUIRES NO CONCRETE CUT IS NOT AVAILABLE. CONTRACTOR SHALL PATCH CONCRETE AND ASPHALT DAMAGED BY THIS > CONSTRUCTION. PATCH SHALL BE GRAY CONCRETE, SIX INCHES THICK, 13. PULL AND JUNCTION BOXES FOR EXTERIOR BRANCH CIRCUIT INSTALLATION SHALL BE PVC, GASKETED, WATERTIGHT FOR IN -GROUND INSTALLATION. 14. UNDERGROUND CONDUIT INSTALLED FROM THE BUILDING TO LANDSCAPED AREAS Q Z Z SHALL BE TERMINATED IN A PVC MOLDED WATERTIGHT, IN -GROUND JUNCTION BOX. Z 6 a - AFTER WIRE OR PULL STRINGS (IN "FUTURE" CONDUITS) ARE INSTALLED, THE CONDUIT m Q W En o AT THE JUNCTION BOX SHALL BE PACKED WITH DUCT SEAL. U o m 15. CONTRACTOR SHALL SEAL ALL INTERNAL TO EXTERNAL PENETRATIONS TO PREVENT x fr x _ S 0- Z m MOISTURE INTRUSION INTO THE ELECTRICAL ROOM. a. a a o o 0 ¢ o 16. EMPTY CONDUITS FURNISHED FOR "FUTURE" USE OR OWNER'S CABLE INSTALLATION 0 (n v ° o SHALL BE PROVIDED WITH A PULL STRING. 6 v) Q 17. GROUND RODS SHALL BE 5/8 INCH BY 10 FOOT SECTIONALIZED, COPPERCLAD STEEL, �< 20 � U Q o N -cj Q UNLESS OTHERWISE NOTED. °' 0 ~ 18. CONTRACTOR SHALL FURNISH AND INSTALL NECESSARY TEMPORARY POWER C 1 Z a a Q Q w EQUIPMENT AND CONNECTIONS FOR THE DURATION OF THE ELECTRICAL PORTION - ' Z Z N ° S r-- w OF THIS CONSTRUCTION PROJECT, OL Z N U � 0 � = ((��// Ld 1� I� W 19. CONTRACTOR SHALL ASSURE THAT ALL APPROPRIATE AND REQUIRED PERMITS HAVE W t C9 U 0, z 3 Z o V) BEEN ISSUED, ARE IN HAND, AND DISPLAYED AT THE SITE, AS REQUIRED BY Z_ E ., � ° , REGULATORY AGENCIES PRIOR TO PROCEEDING WITH ANY CONSTRUCTION. 0 0 E0 aN Q Q Q 20. REFERENCE BUILDING ELECTRICAL DRAWINGS FOR EXACT LOCATIONS OF ELECTRICAL 0 U u O Z m C � L U w � -J U CL ® w � CONNECTIONS TO ELECTRICAL EQUIPMENT, EQUIPMENT SIZES, ETC. ;,, n 0, Q w z w 21. REFERENCE ARCHITECTURAL DRAWINGS FOR DIMENSIONAL INFORMATION, o o - c�CD CONSTRUCTION AND BUILDING DETAILS, EXACT LOCATIONS, ETC. 1 a y W F-- W �_ w 22. REFERENCE CIVIL DRAWINGS FOR EXACT LOCATIONS, UNDERGROUND INTERFERENCES, v C L +�+ s ¢ '° W UTILITIES, SITE INFORMATION, ETC. z cn 23• REFERENCE DRAWING E-104 FOR ELECTRICAL SITE PLAN, NOTES, ETC. 24. REFERENCE DRAWING E-201 FOR SITE LIGHTING PLAN, FIXTURE SCHEDULE, POLE C®GEN ASSOCIATES, P.A. BASE DETAIL, ETC. AUMOMMON NUMMa ease 25. REFERENCE DRAWING E-202 FOR SITE LIGHTING PHOTOMETRIC PLAN AND DATA. 2457A SOUTH P.M.B. 301 HLAWASSEE RD. ORLA.NDO, FL. 32835 .................. PROJECT AREA CITY OF SANFORD LAST FILED: EDMS PACKAGE CODE: r 20216-12 CAD DWG NAME: �pvt w � SHEET N0. REV. F- 4ni 0 NAME: ROBFRT 1SF S�rucWrW DeAQpn CrRen'a FLORIDA BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq, ft, = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft, = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29,3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq. ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft. = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0' and 10' ZONE 1 = 10 sq. ft, = (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq, ft, = (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. _ (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq, ft, _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq, ft. _ (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq, ft. = (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq, ft. = (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0° and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 Sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq. ft, = - ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. _ (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD SHINGLES N/A 10 PSF ROOF DEAD LOAD (TILE) N/A 25 PSF ROOF DEAD LOAD (METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Genera� Roor Pan No�es 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. -If existing, it may not be completely accurate. The contractor or his demolition .-,subcontractor shall visit the site and field verify the extent of demolition required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, rL,,tition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be rt.used. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. � oa �J�n� o g Total Car wash Tunnel 22691J Service Area 13491J Lobby/Office 2091IJ Equipment Rms. 780IJ Employee Lounge 331(J Service Basement 15950 TOTALS: 8415 [J TermRe Pro�ecton CrRena13 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION, A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FBC SECTION 1816.1.6), 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816,1,7), 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. Hazardous Ghm' Loca�Jons � 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door -where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq. ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. 1. TREADS AND RISERS `� RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN, AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN, EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES. THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE. EVERY TREAD LESS THAN 10 INCHES: .WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH, OVER THE LEVEL IMMEDIATELY BELOW THAT 1-PFAD. AS PER FBC - 1007.3/7.3.1 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR- i.1ORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD; EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE-42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS:, AS PER FBC-100.7.5.2 4, HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH . A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5, GUARDRAILS SHALL FORM, A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH. EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL_ HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL, AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE. WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 a �' I, N- A Q' x; C* 13 O = O FO ro V) C a) 4-1 L5 o ° U o U V) V) 4 e V� 4 r= W� y o 0- Z LJ C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. -1-] -0 -0 -0 70 -74 0) M - o _ Ln rn � UD co t N n c) �ML 00 Oo Oo LL lti lUJ �- Q) 0 J 0 (� ir11 3 U T Q O U I- �J �J . L �' 3 Q > a a) o a- E "o O I- U (n J W W V) DATE 4- 21- 2003 REVISIONS B 05-15- 03 1-2 STAIR NOTES SCALE N/A JOB NO, 02100ALEN DRAJMHW/JLH/CC/EZ/GD REVIEWED DH O U 0) ,0 o q C-) o a o � E ' a Contents: 0 General Notes 0 0 0 0 0 0 SHEET A-2 OF 26 11 S�rucWrd Deskan CnRena FLORIDA BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq. ft. = (corners) (-)40,7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq, ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq, ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq. ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft, = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING --- ROOF ANGLE BETWEEN 0' and 10' ZONE 1 = 10 sq. ft, = (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq. ft. = (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. = (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft, = (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ZONE 3 - 10 sq. ft. = (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0' and 10' ZONE 1 = 10 sq. ft. _ - ZONE 2 = 10 sq. ft. _ (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. _ ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD (SHINGLES) N/A 10 PSF ROOF DEAD LOAD (TILE) N/A 25 PSF ROOF DEAD LOAD (METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Generd Roor Ran Notc�% 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; Otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition -,,qulred prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. 110 unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. q Lj�rC: FoOo�oC� g Total Car wash Tunnel 2269 CJ Service Area 1349 d Lobby/Office 20911J Equipment Rms. 780 CJ Employee Lounge 3311J Service Basement 15951J TOTALS: 8415 r5 TermRe Prio4ed'nn CrReEl na 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6), 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION., PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9, CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDE WALLS (FB(; SECTION 1816.1.6). 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7). 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3), 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. Hexardous Gkm' Locatons 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazin.g in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq. ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches 914 mm horizontal) of the walking 9 surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. 1. TREADS AND RISERS RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN. AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN. EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES, THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE, EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH. OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD, AS PER FBC - 1007.3/7.3.1 2, STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD, EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE, EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS, AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH. EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE, EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL, AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE. WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 Q •� = OO � O o � �$ v z O Q) +, L5 _0 ° U ' o V) a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. No UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. � o 1)u-� u7 nn �� �J N n 0 F,I)L 00 O 0 LL 0 ' N ° D lS LJ v aD�oQ) N U J 0 L w a vi V �\Q)>m J T Q O U U rJ > -0 Q > L a a� o a- E a) O E- U (n J W W (n DATE 4- 21- 2003 REVISIONS AB 05-15-03 1-2 STAIR NOTES SCALE N/A JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH 00 o C-) 0) I � H U o q o Contents; 0 General Notes 0 0 0 0 0 0 SHEET A-2 OF 26 b\-ArucWra� Dedgn CrRem'a FLORIDA BUILDING CODE 2001 BUILDING CODE: 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq, ft, = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq, ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq, ft, _ (interior) (-)24.2 ZONE 5 = 100 sq. ft, _ (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0' and 10' ZONE 1 = 10 sq. ft, = (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq, ft, = (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. = (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30' ZONE 1 = 10 sq, ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. _ (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq, ft. _ (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. _ (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq, ft. _ (+)14.9 (-)50.1 PSF ZONE 3 - 10 sq. ft, _ (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0' and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft, = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft, = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq, ft. = - ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD SHINGLES N/A 10 PSF ROOF DEAD LOAD TILE) N/ A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Qenera0 Roor Ran No�es 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary and incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his demolition subcontractor shall visit the site and field verify the extent of demolition required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, partition, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover. a S Total Car wash Tunnel 22691J Service Area 13491J Lobby/Office 20911J Equipment Rms. 7801IJ Employee Lounge 3311J Service Basement 1595 IJ TOTALS: 841 5[J TermRe ��o4ecfion CnReEl na 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1,3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FBA; SECTION 1816.1.6). 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7), 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816,1,7). 14, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3), 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4). 16. TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION. Hazardous Ghm' Loca4bns 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mm) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq, ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels, 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. i _M1 F1 it i I 1. TREADS AND RISERS \/ RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN, AND A MINIMUM HEIGHT OF 4 IN.. TREADS SHALL BE A MINIMUM OF 11 IN. EXCEPTION: IN ONE AND TWO FAMILY DWELLINGS AND WITHIN DWELLING UNITS. TREADS AND RISERS OF STAIR SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTIONS OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES. THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7 3/4 INCHES AND TREADS EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES WIDE. EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH, OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD, AS PER FBC - 1007.3/7.3.1 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD. EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. AS PER FBC - 1007.5.1 3. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE, EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS, AS PER FBC-1007.5.2 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. AS PER FBC - 1007.5.3 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH, EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. AS PER FBC - 1015.2 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL, AS PER FBC - 1015.3 7. SPECIAL STAIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE, WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. AS PER FBC - 1007.8 Q C T xx o� o V) 0 +, 0 U o .� V) 4 C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. rn rn o r- rn n u-) ��� N00 N O O 0 41 :' lS �vJ F' o U J (A o 0 m vi (1 3 U T Q Q; U W O (n J W (n DATE 4- 21- 2003 REVISIONS B 05-15-03 1-2 STAIR NOTES SCALE N/A JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH 1>1 w ()rnw I 4-4 a q tj O ao - In., a �' Contents: 0 General Notes 0 0 0 0 0 0 SHEET A-2 OF 2 6 =z� U c����o�� ova vAAA 0, _-D laK8 ar _V 11 (Ell 6�__) n -S By: Sanford Fire Prevention Dig►. Date: RECEIVED MM 0 G 2003 ins SP-2 NUMBER FOR FINISH SCHEDULE 57 EQUIPMENT SCHEDULE ITEM NUMBER EX23 EQUIPMENT SCHEDULE ITEM NUMBER (existing equipment) 1 2 REVISION NUMBER C1 = RESPONSE # 2 = COMMENT # PLAN SHEET 1 ELEVATION NUMBER A-5 SHEET NUMBER NEW WALL EXISTING WALL TO REMAIN 3 a� o = 00 x °o, 4- Q 0 LL s v r7 0 M 0 0 Ln ° o o Q0 0 .� � cp zu��`O'rn (O n.r) M_ w M 0 00 N E a0 ao CU 1— N75 Q Q) -y.-r O U O U) V) Q C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAVANG AS PRINTED ON THIS SHEET, Table of Contents A-1 COVER SHEET A-2 GENERAL NOTES A-3 GENERAL NOTES A-4 FLOOR PLAN A-5 FOUNDATION PLAN — MAIN LEVEL & BASEMENT A-6 FOUNDATION DETAILS A-7 MISC. DETAILS A-8 MISC. DETAILS A-8.1 MISC. DETAILS A-8.2 MISC, DETAILS A-8,3 MISC. DETAILS A-9 ROOF FRAMING PLAN FLOOR FRAMING PLAN LUBE BAY) A-10 ELEVATIONS —FRONT & RIGHT A-11 ELEVATIONS —REAR & LEFT A-12 EQUIPMENT SCHEDULE A-13 DOOR ATTACHMENT DETAILS A-14 WINDOW ATTACHMENT DETAILS A-15 METAL ROOF DETAIL A-16 ROOF TORCH DOWN DETAIL M-1 MECHANICAL PLAN M-2 MECHANICAL DETAILS M-3 MECHANICAL NOTES E-1 ELECTRICAL SCHEDULE & NOTES E-2 POWER PLAN P--1 PLUMBING NOTES & SCHEDULES P-2 SANITARY & WATER PIPING PLAN (Revisions: DATE: Project No.: 04— 21— 2003 02100ALEN Proposed Project for: Tunnel Car Wash Faoility Lake Mary & 17-92 City of Sanford, Florida S�rucWra� Dedan CrRen'a FLORIDA BUILDING CODE 2001 BUILDING CODE; 2001 FLORIDA BUILDING CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE IV -UNPROTECTED; UNSPRINKLED OCCUPANCY: GROUP B - BUSINESS NUMBER OF FLOORS: 1 STORY w/ BASEMENT FIRE RATING OF EXT. WALL: - NUMBER OF OCCUPANTS: BUSINESS AREA 25 BASED ON 100 SQ FT PER OCCUPANT STORAGE AREA; MECHANICAL 21 BASED ON 300 SQ FT PER OCCUPANT WIND LOADS 46 TOTAL PEOPLE WIND SPEED 120 MPH WIND EXPOSURE CATEGORY B DESIGN PRESSURE 21.9 PSF WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY H APPLICABLE INTERNAL PRESSURE COEFFICIENT +/- 0.18 FLOOR TYPE -BASEMENT STEMWALL FLOOR TYPE -1st FLOOR CONC. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 20 PSF WINDOW TYPE ALUMINUM COMPONENT AND CLADDING - WINDOWS ZONE 4 = 10 sq. ft. = (interior) (-)28.1 ZONE 5 = 10 sq. ft. = (corners) (-)40.7 DOOR TYPE STEEL COMPONENT AND CLADDING - DOORS ZONE 4 = 20 sq. ft. = (interior) (-)26.9 ZONE 4 = 50 sq. ft. = (interior) (-)25.4 ZONE 5 = 20 sq. ft. = (corners) (-)32.4 ZONE 5 = 50 sq. ft. = (corners) (-)29.3 WALL TYPE C.M.U. COMPONENT AND CLADDING -WALLS ZONE 4 = 100 sq. ft. = (interior) (-)24.2 ZONE 5 = 100 sq. ft. = (corners) (-)26.9 ROOF TYPE PITCHED COMPONENT AND CLADDING - ROOF ANGLE BETWEEN 0' and 10' ZONE 1 = 10 sq. ft. = (+)10.5 (-)25.9 PSF ZONE 2 = 10 sq. ft. = (+)10.5 (-)43.5 PSF ZONE 3 = 10 sq. ft. = (+)10.5 (-)65.4 PSF ANGLE BETWEEN 10' and 30" ZONE 1 = 10 sq. ft. = (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ANGLE BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. = (+)14.9 (-)23.7 PSF ZONE 2 = 10 sq. ft. = (+)14.9 (-)50.1 PSF ZONE 3 = 10 sq. ft. = (+)14.9 (-)50.1 PSF OVERHANG BETWEEN 0' and 10' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)37.3 PSF ZONE 3 = 10 sq. ft. = (-)61.5 PSF OVERHANG BETWEEN 10' and 30' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)48.3 PSF ZONE 3 = 10 sq. ft. = (-)81.2 PSF OVERHANG BETWEEN 30' and 45' ZONE 1 = 10 sq. ft. = - ZONE 2 = 10 sq. ft. = (-)43.9 PSF ZONE 3 = 10 sq. ft. = (-)43.9 PSF ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD BUILT UP 10 PSF ROOF DEAD LOAD SHINGLES N/A 10 PSF ROOF DEAD LOAD TILE) N/A 25 PSF ROOF DEAD LOAD METAL) 15 PSF SEISMIC LOAD: NOT APPLICABLE GENERAL NOTES: THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT, GenerW Roor Man No�es 1. PROJECT CONTRACT DOCUMENTS 1.1 The drawings show the general arrangement and intent of the design and shall be followed as closely as actual building conditions and the work of other trades will permit. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required, nor is it implied that all conflicts between various elements of the systems of building components have been indicated. The contractor shall investigate all existing conditions affecting the work and arrange his work accordingly, providing such fittings, offsets, accessories and devices as may be required. The contractor shall be responsible for providing all materials and services required for a complete and working project at no additional cost even though each and every necessary element thereof is not specifically identified herein. 1.2 The drawings and specifications are complimentary. Any requirements found in one shall apply as if found in both. 1.3 After demolition is completed, the contractor shall lay out, in conformity with the requirements of the drawings, the entire project. The contractor shall be responsible for the establishment and maintenance of all lines and dimensions. Before doing any work, the contractor shall verify all measurements and conditions at the site. Any discrepancies, errors or omissions discovered in the contract document or job site conditions shall be brought to the attention of DR Associates and owner; otherwise, the corrections of such items is the responsibility of the contractor. The contractor shall use dimensions only. DO NOT SCALE PLANS. Figures take precedence over scale measurements. Architectural drawings take precedence in regard to dimensions, when in conflict with mechanical and structural drawings, except for the size of structural members. 1.4 Patch, repair, and refinish existing items to remain to the specified condition for each material, with a smooth, level and neat transition to adjacent new items of construction. 1.5 Description 1. Furnish and install all labor, materials, equipment, and services necessary Gnd incidental for the completion of all demolition work as shown on the drawings and as specified herein. 2. Work included consists of but not limited to the following: A. Contractor is responsible for any and all demolition required to accommodate owner designs. A demolition plan may or may not exist in the drawings. If existing, it may not be completely accurate. The contractor or his remolition subcontractor shall visit the site and field verify the extent of demolition required prior to formulating base bid. B. Unless otherwise noted on drawings demolition to include the removal of the entire existing structure or portions of existing structure existing flooring, .it' ltion, existing ceilings, curtain walls, soffits, flooring materials, lighting fixtures, conduits, ducts, roof HVAC units and additional items not specifically listed to be reused. Refer to drawings for items to be saved in place or relocated. If there is any questions as to if the item is to be removed or you do not see a replacement shown in the drawings, contact DR Associates and owner before removing the item. No unused items are to be left behind walls or above ceiling. C. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements). D. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and DR Associates/Owner. Provide temporary services during interruptions to existing utilities, acceptable to DR Associates/Owner. Provide by pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 12 hours advance notice to the owner if shutdown of service is necessary during changeover, a g Total Car wash Tunnel 22691J Service Area 1349IJ Lobby/Office 20911J Equipment Rms. 780 d Employee Lounge 331 CJ Service Basement 1595 CJ TOTALS: 8415 CJ Term'Re ProQec400n CrRen'a 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PULL ALL PERMITS AND TERMITE CERTIFICATION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FBC SECTION 104.2.6). 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS (FBC SECTION 1503.4.4). 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING WALLS (FBC SECTION 1503.4.4). 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC SECTION 1403.1.6). 5. INITIAL -TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC SECTION 1816.1.1). 6, SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC SECTION 1816.1.2). 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC SECTION 1816.1.3). 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT IS REQUIRED (FBC SECTION 1816.1.4). 9. CONCRE-1"E OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC SECTION 1816.1.5). 10, SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDE WALLS (FBC SECTION 1816.1.6). 11. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALT_ BE RETREATED (FBC SECTION 1816.1.6). 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT (FBC SECTION 1816.1.7). 13. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC SECTION 1816.1.7). 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC SECTION 2303.1.3). 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING (FBC SECTION 2303.1.4), 16, TERMITE TREATED AND COMPACTED CLEAN SOIL OF 95% OPTIMUM DENSITY PER ASTM STANDARDS; TO BE PLACED UNDER FOUNDATION, Hazardous Qhz'h Locatons � 2405.2.1 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies. 2. 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 edge of the glazing is less than 60 inches (1524 mrn) above the drain inlet. 3. Glazing in an individual fixed or operable panel adjacent a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq, ft.(0.84 m2). 2. Bottom edge less than 18 inches (457 mm) above the floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 4. One or more walking surfaces within 36 inches (914 mm) horizontally 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 non-structural in -fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools where the bottom edge of the glazing is (1) less than 60 inches (1525 mm) above the walking surface not the pool side, and (2) within 36 inches (914 mm) horizontally of the walking surface on the pool side. This shall apply to single glazing and all panes in multiple glazing. ���or� � C��a�c� ��au� VIo�c��� 1. TREAD AND RISERS OF THE STAIRS SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE SUM OF THE TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTION OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES, THE HEIGHT OF THE RISERS SHALL NOT EXCEED 7-3/4 IN, AND TREADS, EXCLUSIVE OF NOSING, SHALL NOT BE LESS THAN 9 INCHES WIDE, EVERY TREAD LESS THAN 10 INCHES WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH OVER THE LEVEL IMMEDIATELY BELOW T':- ;': i TREAD. 2. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAT 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE LEADING EDGE OF A TREAD. EXCEPT: HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF A GUARDRAIL MAY BE 42 INCHES HIGH. 3. STAIRWAYS SHALI-_ "AVE HANDRAILS ON EACH SIDE, EXCEPT: AISLE STAIRS PROVIDED WITH A CENTER HANDRAIL NEED NOT HAVE ADDITIONAL HANDRAILS. 4. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCHES TO 2 INCHES OR A NON -CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES BUT NOT MORE THAN 6-1/4 INCHES AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 /8 INCH. 5. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH, EXCEPT: THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGE OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FOOT OR LESS AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN FBC PARAGRAPH 1007.5 IS PROVIDED. 6. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT A PASSAGE OF A 2 INCH DIAMETER SPHERE. EXCEPT: A 6 INCH SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER, AND A BOTTOM GUARDRAIL. 7. SPECIAL STIRS WINDERS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT THE NARROW EDGE AND SHALL HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AT A POINT 12 INCHES FROM THE NARROW EDGE. WINDERS SHALL BE PERMITTED TO BE USED AS A COMPONENT IN THE MEANS OF EGRESS WITHIN A DWELLING UNIT. � T Z riM M rn r Vi A V) Q) En I° +, v U o Q a W5g �I N W '"1 _ 0 n a >� �\3N Z m �Q �! a z w�L o C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 'El 'EI 'El 'EI'E1EI �� �00 N n NO r,nL 00 0 O UL�� C E W 0, C c U J -�(Dm V) va o u�E>,(v Q o 3 .v Ta.> � > Q a a� o CrE L6 U(n JWWV) DATE 4- 21- 2003 REVISIONS SCALE N/A JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH 'mow w I web H U o q w Contents; 0 General Notes 0 0 0 0 0 0 SHEET A-2 0F 26 Generd MechaNcd No4es 1. ALL MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. FBC 105.6 2. THESE DRAWINGS ARE INTENDED TO BE SCHEMATIC AND DIAGRAMMATIC IN NATURE AND ARE NOT TO BE SCALED. REFER TO ACTUAL SITE LOCATIONS FOR PLACEMENT OF EQUIPMENT. THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE IF THERE ARE SUBSTANTIAL DISCREPANCIES BETWEEN THESE CONTRACT DRAWINGS AND ACTUAL SITE CONDITIONS PRIOR TO CONTINUING WORK. 3. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO OWNER'S PROPERTY DURING THE COURSE OF HIS CONSTRUCTION. THIS INCLUDES REPLACING DAMAGED CEILING TILES, 4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, 5, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO ORDERING OR FABRICATING ANY EQUIPMENT, DUCT WORK, ETC.. NO ALLOWANCES WILL BE MADE FOR THE CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING JOB SITE AND CONDITIONS. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS OF ASHRAE, SMACNA, SBCCI MECHANICAL CODE, NFPA, EPA, AND GOVERNMENT REGULATIONS. 7. ALL NEW SUSPENDED CEILING DIFFUSERS SHALL BE TITUS MODEL TMS SUSPENDED CEILING DIFFUSER, 24"x24", MAX NC=30, WITH OPPOSED BLADE DAMPER, NECK SIZE & CFM AS LISTED ON DRAWINGS. COLOR SELECTION BY OWNER. 8, ALL NEW SUSPENDED CEILING RETURN GRILLES SHALL BE TITUS MODEL 350RL SUSPENDED CEILING GRILLES, 24%24", OR 48%24" MAX NC=30, WITH OPPOSED BLADE DAMPER, NECK SIZE & CFM AS LISTED ON DRAWINGS. COLOR SELECTION BY OWNER. 9. ALL HARD CEILING DIFFUSERS SHALL BE TITUS MODEL 300FL CEILING REGISTERS, MAX NC=30, DOUBLE DEFLECTION, WITH OPPOSED BLADE DAMPER, SIZE & CFM AS LISTED ON DRAWINGS. COLOR SELECTION BY OWNER. 10. ALL NEW HARD CEILING RETURN GRILLES SHALL BE TITUS MODEL 355FL CEILING GRILLES, SLOPED BLADES, MAX NC=30, WITH OPPOSED BLADE DAMPER, SIZE & CFM AS LISTED ON DRAWINGS, COLOR SELECTION BY OWNER. 11. WHERE DUCT IS VISIBLE THROUGH DIFFUSERS AND/OR GRILLES, IT SHALL BE PAINTED FLAT BLACK. 12, ALL MATERIALS REMOVED AND DISPOSED OF SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. 13. PROVIDE THE SERVICES OF AN AABC AND NEBB CERTIFIED TEST AND BALANCE AGENCY TO COMPLETELY BALANCE THE HVAC SYSTEMS. PROVIDE THREE SETS OF REPORTS TO THE OWNER (1 FOR THE ENGINEER). Generd Bec�rocd No�es 1, ALL ELECTRICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. FBC 105.6 2, CONTRACTOR'S RESPONSIBILITY TO REVIEW NEW ELECTRICAL LAYOUT AS SHOWN ON SHEET A-5 TO VERIFY THAT CLIENT APPROVES THE LOCATIONS OF ALL SWITCHES, LIGHTS, FANS, OUTLETS, ETC. 3, CONTRACTOR RESPONSIBLE TO VERIFY WITH OWNER ALL STYLES AND MANUFACTURES OF ELECTRICAL FIXTURES AND DEVICES BEFORE FINAL BID AND INSTALLATION. 4. ALL EXISTING ELECTRICAL TO REMAIN UNLESS OTHERWISE NOTED. 5. CONTRACTOR'S RESPONSIBILITY TO INFORM OWNER OF ANY EXISTING ELECTRICAL FIXTURES THAT NEED TO REMOVED. 6. IF EXIST. ELECTRICAL FIXTURES CAN BE USED INSTEAD OF NEW, THEN IT IS CONTRACTOR'S RESPONSIBILITY TO INFORM OWNER, 7. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO VERIFY ALL EXISTING FIELD CONDITIONS, LOCATIONS, AND QUANTITIES OF LIGHT FIXTURES, EQUIPMENT, AND DEVICES, SUBMISSION OF THE BID IS EVIDENCE THAT THE CONTRACTOR THOROUGHLY UNDERSTANDS THE SCOPE OF THE WORK AND HAS INCLUDED THE COMPLETE SCOPE OF WORK FOR ALL COMPLETE OPERATING SYSTEMS IN HIS BID. 8. PROVIDE ALL SWITCHES, DISCONNECTS, STARTERS, CONTACTORS, CONTROLS, DEVICES, OUTLETS, RECEPTACLES, CORDS, CORD CAPS, FLEXIBLE CONNECTIONS TO MATCH EQUIPMENT CONNECTIONS, PER MANUFACTURER'S RECOMMENDATIONS, BOXES, SUPPORTS, HARDWARE, EQUIPMENT, CONDUIT AND WIRE, TO PROVIDE FOR COMPLETE OPERATION OF ALL ELECTRICAL EQUIPMENT. 9. ALL PERMANENTLY ABANDONED CIRCUITS, CONDUITS AND WIRING SHALL BE REMOVED BACK TO THEIR SOURCE. ALL ABANDONED TELEPHONE AND DATA WIRING SHALL BE REMOVED, ALL ABANDONED WALL OUTLETS EITHER POWER DATA OR TELEPHONE SHALL BE CLOSED WITH AN APPROPRIATE BLANK COVER, 10. CARE SHALL BE TAKEN WHEN TRENCHING, TO AVOID UNDERGROUND ELECTRIC, WATER, SPRINKLER & DRAIN LINES. CONTRACTOR SHALL REPAIR TO LIKE NEW CONDITION, AT HIS EXPENSE, ANY DAMAGE THAT HE MAY CAUSE BY HIS WORK. RESTORE LANDSCAPE AREAS TO ORIGINAL CONDITION WITH APPROPRIATE SODDING AND PLANTING. 11. VERIFY EQUIPMENT RATINGS AND LOCATIONS PRIOR TO ROUGH IN. 12. PROVIDE A NEATLY TYPE WRITTEN ACCURATE PANEL DIRECTORY SCHEDULE_ ON THE INSIDE OF EACH ELECTRICAL PANEL DOOR. PROVIDE COPIES TO THE OWNER, ARCHITECTS, AND ENGINEERS. 13. THE CONTRACTOR SHALL PROVIDE COMPLETE AS BUILT DRAWINGS, SHOWING EXACT LOCATION OF ALL OUTLETS, CONDUIT, WIRING AND EQUIPMENT, PROVIDE COPIES TO THE OWNER, ARCHITECTS, AND ENGINEERS, 14. EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED TO UNSWITCHED LOCAL LIGHTING CIRCUITS. CbSn�ewaad Ph,,.Hlumkoah�,,4 Notemr(3a 1. ALL PLUMBING ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. FBC 105.6 2. THE SCOPE OF WORK CONSISTS OF PROVIDING COMPLETE SUPPLY OF CITY WATER AND OF SANITARY CONNECTING INTO EXISTING PIPING, PURCHASING AND INSTALLING ALL FIXTURES AS NOTED ON THE PLUMBING PLAN. THE WATER PIPING SHALL BE INSTALLED IN SUCH A MANNER THAT IT CAN BE TURNED OFF VIA A MASTER SHUT OFF VALVE FOR EACH ROOM. 3. THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE EXISTING PLUMBING, COMPARE IT TO THE DESIGN BEFORE PURCHASE, FABRICATION AND INSTALLATION OF ANY FIXTURES, PIPE, EQUIPMENT, ETC.. 4. THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH THE ELECTRICAL, AND MECHANICAL CONTRACTORS TO PREVENT ANY CONFLICT. 5. ALL SUPPLY WATER AND SANITARY PIPING SHALL BE DISTRIBUTED AND INSTALLED IN ACCORDANCE WITH THE PLUMBING CODE AND LOCAL ORDINANCES. 6. ALL COPPER PIPING SHALL BE ISOLATED FROM CONCRETE OR MASONRY SURFACES BY ONE OF THE FOLLOWING METHODS: A. BRUSH APPLIED BITUMASTIC ASPHALT COATING. B. WRAP PIPING WITH 15 LB ASPHALTIC FELT PAPER. C. CONTINUOUS POLYETHYLENE SLEEVE. 7. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND/OR PLUMBING CONNECTION OF ANY FIXTURES PURCHASED BY THE OWNER, 8. ALL EXTERIOR PIPING SHALL BE BURIED IN A MANNER TO PREVENT PIPE DAMAGE. 9. PROVIDE PRE -MANUFACTURED AIR CHAMBERS ON ALL COLD WATER SUPPLIES, TO AND FOR EACH FIXTURE, THE SAME DIAMETER AS THE SUPPLY AND 12- LONG. 10. ALL VENTS THROUGH ROOF SHALL BE COMPATIBLE WITH ROOFING SYSTEM. 11. FLOOR DRAINS SHALL BE PROVIDED WITH DEEP SEAL TRAP, 12, ALL WATER CLOSETS SHALL BE EQUIPPED WITH BEE'S WAX RING SEAL, 13. CONTRACTOR SHALL REFER TO CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 14. PROVIDE LABELS ON ALL EXISTING AND NEW WATER AND GAS PIPING AS CALLED FOR IN SPECIFICATIONS. 15. WHERE SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED OR ABANDONED, BY-PASS UTILITY SERVICES, SUCH AS PIPE OR CONDUIT, BEFORE CUTTING. CUT-OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL THE REMAINING PORTION OF PIPE OR CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER FOREIGN MATTER AFTER BY-PASSING AND CUTTING.16. PLUMBING CONTRACTOR SHALL PROVIDE SHUT-OFF VALVES BEFORE EACH FIXTURE AND ON THE MAIN. THE MAIN SHUT-OFF VALVE SHALL BE LOCATED IN THE VALVE BOX. 17. ALL GAS PIPING SHALL BE BLACK IRON OR TYPE'K'COPPER TUBING, ALL GAS PIPING IS SIZED BASED ON 0.5 IN WATER COLUMN. 18. ALL BURIED UNDER SLAB GAS PIPING SHALL BE SLEEVED. 19. PLUMBING CONTRACTOR SHALL REVIEW THE FIXTURE TYPE WITH THE OWNER BEFORE PURCHASE AND INSTALLATION. 20, ALL GAS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH A.G.A. AND LOCAL PLUMBING CODE AND ORDINANCES. 21. ALL GAS PIPING SHALL BE TESTED FOR PROPER PRESSURE AND GAS LEAKS PRIOR TO COMPLETION OF PROJECT. GAS PIPING TO EACH OUTLET SHALL BE EQUIPPED WITH GAS VALVE. 22, ALL PRESSURE REGULATORS SHALL BE INSTALLED TO REDUCE THE GAS PRESSURE TO 0.5 PSI. 23. ALL HANDICAPPED LAVATORIES SHALL BE EQUIPPED WITH LAV GUARD PROTECTION ON ALL OF THE PIPING, FITTINGS AND VALVES UNDERNEATH THE LAVATORY. 24. PROVIDE AIR ADMITTANCE VALVES ON NEW FIXTURE'S WHEN "ISLAND VENTING" IS REQUIRED, DOOR SCHEDULE ID QTY SIZE DESCRIPTION REMARKS D01 1 2-3'-0" x 8'-0" Exterior Dbl, Entry Temp. Glass w/ Panic Hardware D02 4 10'-0" x 10'-0" Exterior Overhead Panel - D03 1 2-3'-0" x 8'-0" Exterior Double Panel - D04 2 3'-0" x 8'-0" Exterior Panel w Panic Hardware D05 10 3'=0" x 8'-0" Interior Panel D06 3 3'-0" x 8'-0" Exterior Tempered Glass w/ Panic Hardware D07 1 2'-0" x 8'-0" Interior Panel - D08 1 4'-0" x 8'-0" Interior Panel Custom Size Door D09 1 12'-0" x 10,-0" Exterior Overhead Panel - D10 1 14'-0" x 10'-0" Exterior Overhead Panel - TOTAL 25 WINDOW SCHEDULE ID QTY CODE SIZE DESCRIPTION REMARKS W01 9 - 72" x 60" Tempered Fixed Glass W02 1 - 48" x 60" Tempered Fixed Glass W03 3 34 SH 54" x 51" Single Hun TOTAL 13 Door and Window Notes: 1. Window headers are at 8'-0" above finished floor (verify: match existing). 2. Contractor is responsible to verify that all doors and windows comply with local wind codes prior to ordering and installation. 3. Final sizes of doors and windows shall be approved and coordinated by the client and contractor prior to ordering and installation. 4. The contractor and client is responsible to choose the manufacturer and style for the doors and windows listed above. 5. DR Associates shall be notified of any changes to the above schedule in writing prior to ordering and installation. EQUIPMENT SCHEDULE ID DESCRIPTION REMARKS DA WALL MOUNT LAVATORIES (LAV.) CLIENT TO CHOOSE B� WATER CLOSET (WC) CLIENT TO CHOOSE CD WATER COOLER CLIENT TO CHOOSE DO METAL LOCKERS SEE SHOP DWG'S BY OTHERS E� RECEPTION DESK CLIENT TO CHOOSE FD ADA APPROVED GRAB BAR CLIENT TO CHOOSE, SEE MISC, DETAIL SHEET �G STEEL STAIRS SEE STAIR DETAILS, SHEET A-2 HD MIN. 42" H. RAILING CLIENT TO CHOOSE J� MIN, 36" H. RAILING CLIENT TO CHOOSE K� BELANGER SUPPLIED EQUIPMENT SEE EQUIPMENT PLAN, SHEET A-12 LO TIRE GUARD - �M SURFACE MOUNTED TWIN POST LIFT MANUFACTURED BY GEMINI, MODEL N0. GPO tOA; CLIENT TO VERIFY 0 0 a a a a 0 rn T x �( OQ T �O v+ � z _= a `231 0 y v�i 1 F- v+ W a� O U d o Q F Uj v 0 Q *j~ 8 F=Mgs. o E U4 C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. E]� �'El '1-] '0 rn rn � o�_LO LO ON �ML N n 00 • UL �� U rn(D lUJ NCrow F- N U __.I d C: a) m (n O � � 0 Q) Q) �. a a� o U E a) U to J W W (n -1114 DATE 4- 21- 2003 REVISIONS SCALE N/A JOB N0. 02100ALEN DRN JMH/JLH/CC/EZ/GD REVIEWED DH CQ O Ua'W w 1 E- �rd � � �� a �w ra o a �a� a � Contents; o General Notes o Door Schedule o Window Schedule o Equipment Schedule SHEET A 3 � of 26 0 0 00 CN 87'-0" 55'-4" 31'-8" 15'-8" 14'-0" 9'-4" 16'-4" 4'-8" 10'-0" '-41'-4" 10'-0" 4'-4" 1'- " W 5 -4" O D10 ^ o Office 1 � 14'-3"x8'-0" D -\ 00 10'-0" FLAT CLG. W03 D05 \ I D05 % - Ln I Office 2 E m l o e e 0O 14'-3"x8'—o" 10'-0" FLAT CLG. (�O3 Lounge 9'-8"x20'-6" N 10'-0" FLAT CLG. I Storage i\ 14'-3"x6'-8" 10'-0" FLAT CLG. S t o r a e 4> 7„ 6,_9,> 22,-8" 5'-10" 15,-6" 2'-10"x7'-0" 10'-0" FLAT CLG. O F o 0 _ © ❑A I 00 AN �o W © ■ DO' WALL ■ © o 2x6 WALL Ln F ;\ I F 2'_ 10" Women s 411,-7 ' Em I o ee D04 6'-4" 6'-4" Rest room 10'-0" FLAT CLG. CONC. FILLED Rest room \ - o N W Men's '� DOS D07 '\ D05 _ GUARD POST (TYP.) LO (�o1 Rgst room \ _ ;�, a � 10 -0 FLAT CLG. o — O O WLIL DO2 W\\ Vendor Area Dot Doz 14-3 xg-o Lube Lube -_r - \ Q0 DOS \ � O 10'-0" FLAT CLG. N � Bay 1 Bay 3 15' 0" FLAT CLG, 15'-0" AT CLG - — .0 - 42" H , Equipment .... D05 , 1 / L 1 / Room 2 I �WUI� I HALF WALL / (TYP.) \ / \ / \ / 1o'—o"xss'—z" 22-8 ; I Q0 „ - 5 14'-8" FLAT CLG. 15'-6" 3'-8" \ / 23'-3" W 00 I \\ 4" OIL \\ LINEWash Car Ba `o I 2 6w_o.) `h WO1 `" / V / \ HOLE - 22'-8"x98'-8 (.� 15'-0" FLAT CLG. L0 W OPEN TO BASEMENT W t9'-s"x41'-o" WOl BELOW (SEE FOUNDATION WOl 10'-0" FLAT CLG. PLAN FOR OPENING SIZE H ; Q0 I & LOCATIONS) 0 O 10'- 7" 4,- 2" VERIFY VERIFY o \ / WOl G \ / K❑ H \/ X o / \ 4" OIL LINE BB d p , / \ HOLE 15 -0 FLAT CLG. N I / \ Lube M ll `� gDO\ Bad/ 2 mot- w > o I p 15'-0" LAT CLG. 111-4" 22'_81? 71_77f 6'-2" 'n 7'-7" 41_1„ u7 UO--- — E ui ment Lw QEntryo __®____ _--_— _________ D02 D02 0 L- o Room 1 z 0 w z 19'-8"x8'-0" - j j Oa 10'-0"x10'-0" 10-0 FLAT CLG, o � � 10'-0" FLAT CLG. Q z D09 o�w CD (/) DOl A — 7 — / \ / \ D03 " 6 -0 12 -0 " 1 " 6 -0 " 6 6 -4 6 -4 " 6 " 7 -0 4 -8 " " 1- 4 10 -0 1'- 4" " 10 -0 4 -4 " 10'-8" 24'-0" 20'-8" 31'-8" 16" DIA. HALF COLUMN (CLIENT TO STYLE & MANUF) W. 12"x24" BASE (TYP.) co N co co 0 0 i b> M WQe-�--) H Legend ® NEW 2x4 METAL STUD WALL @ 24 o.c. w/ 5/8" DRYWALL EA. SIDE (Unless Note Otherwise) ® NEW 8" C.M.U. WALL 8"—\ AL 8"— Floor r' Qn=;) n F oor fl- Carl r[ D �D --�m/,'�M M&�lh Levee 10CgOe=N QV 0 Z M C7) z v C _,_, W o U U) Q a {A G t7f N F-- mcs"�a a E5�c� jL W a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 0)0Mrn (0� F' I) Ln 0000 0 UQ) o(U o a)Of Q N� m 0 O O N \ 0 O J 3 U U T Q U > fl > O N p O E O O U (n J W W (n DATE 4- 21- 2003 REVISIONS SCALE 3/16 = 1'-0" JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH 44 I H ®04 a � �w q U 0 � paU Ei Contents; °Floor Plan -Main Level oFloor Plan -Basement 0 0 0 0 0 SHEET of 26 87'-0" 55'-4" 15'-8" 14'-0" 9'-4" 16'-4" 4'-8" 10'-0" 1'-414" 10'-0" 4'-4" SEE DETAIL 'B' 1'- " A A 5'-4» CSW CSW o I J. LEI o a o oD 1111 0 0 D 0 0 0 • r r A 0---- -----------� F---- ---— — — — — — — — I I I I I SEE DETAIL B, IN Ln I I I f°I Jr Ia1 O i i t lal i lo I 101 I o 0 j 100.00' ASSUMED 1 101 C4 I ! LOBBY/OFFICE ELEV. I 0 1 I I I I I 1 1 I01 I o I lal I El I -6 I 01 I I t o ID IoI I I � 1 1 co 1 1 I I WI u7 I I I 01 II 1 I ° 0 1 I I I IoI IoI I I I ° 1 1 11 I 8» II ElI I 0 I WI SEE DETAIL 'A' D SEE DETAIL 'B' I II I ❑ 00 O O Inl 0 ° B 101 B I0! 00 0 0 o R i a -6 I I -6 1 1 � Q0 l 0 0 ; iWl, a> I can f I iI 0 1 [7 Ln I I . II ❑ I IoI _ I�°a• I `o 'dV N i D a A I 99. ' ASS ED 1 1 0 A-6 I I I WA BAY ELEV. II i 11 j I I 100.00' 0 1,_0„ CONSTRUCTION o I I01 I I ASSUMED 4" » I I JOINT LOBBY/OFFICE 0 F I I ELEV. 0 I I I l01 I I 0 0 I 1 00 I I I ;�TA o I 1 1 I ° I °I I I 0 I 100. 0 AS MED EQU MENT ROOM ! I I ELEV. I I I I I I 101 I I Ico I 0 1 101 C I I r! I I 0 -6 SEE t L---- _ — —J I I DETAIL 'A' I OOr----0 — --, 0 1 l 0 l � in � o f I I I ® II ® 00 0 0 o 101 is o I I I I q °° _6 SEE DETAIL 'B' s" 1 0 1 i IoI I 00 N I I I �� I I I I I I �� — — — — — — J SEE DETAIL B a lid U O L--------J L — — -------- I OO 0 0 1 l 0 O O O o------- --- --- -----J o I V) N" N o a�C�rn (B[Nn q o 31_ 61)60 I 1'-4" i n n " n " i nvS i r n CSW 6 -0 12 -0 6 -0 6 -4 6 -4 7 -0 4 -8 10 -0 1 -4 10'-0" 4'-4" 10'-8" CSW 24'-0" CSW 20'-8" 31'-8" C S W I I 'o Muc�uh DR31vED4 o w dc� OOn/C cc r�i �n CL N C�t7 X I X �\ / 3��4„ 3�_8,� 0 I \ OPENING FOR ao OPENING FORS STAIRWAY TO STAIRWAY TO \\ % BASEMENT BASEMENT 99.67' ASSUMED ❑ LUBE BAY (MAIN � LEVEL) ELEV. / \ X I / \ I / \ N I N D -6 I CONTROL JOINT CO 00 ASSU°,%IEp I BASEMENT I ELEV. I i I g4" 6'_5" g'_6" 1 ( q i� 7' -11 " I I E D E I I o I I I o CONTROL I JOINT I I I D -6 T v � c 4 0 � U 7 L Q a` YRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. U N � ON 1, 10 Lo Q F- U U � J � � 0)O N �m J � (� 3 U TE O U < v 1J t- i O N p CT >✓ O �- U (n J W W V?co DATE 4- 21- 2003 REVISIONS SCALE 3 /16"=1 ' - 0" JOB N0. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH L— I q U � O w o �aU aE-A C=::= S EET Contents; o Foundation Plan - Main Level o Shearwall Plan - Main Level o Foundation Plan - Basement 0 0 0 of 26 D -6 I CONTROL JOINT CO 00 ASSU°,%IEp I BASEMENT I ELEV. I i I g4" 6'_5" g'_6" 1 ( q i� 7' -11 " I I E D E I I o I I I o CONTROL I JOINT I I I D -6 T v � c 4 0 � U 7 L Q a` YRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. U N � ON 1, 10 Lo Q F- U U � J � � 0)O N �m J � (� 3 U TE O U < v 1J t- i O N p CT >✓ O �- U (n J W W V?co DATE 4- 21- 2003 REVISIONS SCALE 3 /16"=1 ' - 0" JOB N0. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH L— I q U � O w o �aU aE-A C=::= S EET Contents; o Foundation Plan - Main Level o Shearwall Plan - Main Level o Foundation Plan - Basement 0 0 0 of 26 T v � c 4 0 � U 7 L Q a` YRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. U N � ON 1, 10 Lo Q F- U U � J � � 0)O N �m J � (� 3 U TE O U < v 1J t- i O N p CT >✓ O �- U (n J W W V?co DATE 4- 21- 2003 REVISIONS SCALE 3 /16"=1 ' - 0" JOB N0. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH L— I q U � O w o �aU aE-A C=::= S EET Contents; o Foundation Plan - Main Level o Shearwall Plan - Main Level o Foundation Plan - Basement 0 0 0 of 26 YRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. U N � ON 1, 10 Lo Q F- U U � J � � 0)O N �m J � (� 3 U TE O U < v 1J t- i O N p CT >✓ O �- U (n J W W V?co DATE 4- 21- 2003 REVISIONS SCALE 3 /16"=1 ' - 0" JOB N0. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH L— I q U � O w o �aU aE-A C=::= S EET Contents; o Foundation Plan - Main Level o Shearwall Plan - Main Level o Foundation Plan - Basement 0 0 0 of 26 DATE 4- 21- 2003 REVISIONS SCALE 3 /16"=1 ' - 0" JOB N0. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH L— I q U � O w o �aU aE-A C=::= S EET Contents; o Foundation Plan - Main Level o Shearwall Plan - Main Level o Foundation Plan - Basement 0 0 0 of 26 Contents; o Foundation Plan - Main Level o Shearwall Plan - Main Level o Foundation Plan - Basement 0 0 0 of 26 ANCHOR FRAME h #4 @ 1 FORMED 6#5 RE DuF—AQ60:31H 'w' ����oo �o� rF--�TP��c�� Dr��or� D,��,��o� GRADE LINE (ASSUMED) rA 16"x12" MONO. CONC, A— 6 FTR. w/ 2—#5 REBARS CONT. ON WIRE CHAIRS w B 20 x 10" CONC. BELL p`— 6 FTR. w/ 2—#5 REBARS CONT. ON WIRE CHAIRS 11:'= IL• -11-11-11-II-11=11 (*'�c 10" x 16" CONC. BELL FTR. w/ A- 6 2—#5 REBARS CONT, ON WIRE CHAIRS ,Wn ' /'' " n=' MOLDED JOINT 1c. 0" 24"x12" CONC. FOOTER w/ /-�— 6 3—#5 REBAR CONT. Leg(and CONCRETE SHEAR WALL CSW FILL CELLS W/ 1#5 REBAR VERT, AND CONC. AT EACH END D L�' DOOR OPENING i I W E� WINDOW OPENING Notq: ALL ELEVATIONS ARE ASSUMED AND SHALL BE FIELD VERIFIED. CONTRACTOR IS RESPONSIBLE TO INFORM DR ASSOCIATES OF ANY CHANGES. E 24"x24"x12" CONC, FOOTER A— 6 w/ 3—#5 REBAR CONT. I T x O � ��c" Q. N OQ O yN Al a) L5 +, o O u o ' cn V) Q a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 'El '0 '0'0 U 'O 0') 0-) — O�— Lr) LO ON ��� N 00 a� - rn w c N E E Q� � N U J N O S Q 4 c w m (n O a) o a� � a) Q 3 _,E U T Q U O _ > Q > E O F- O u N (n o O J W Lu (n DATE 4— 21— 2003 REVISIONS SCALE 3/16"=1'-0" JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH E-i q u 0 a H Contents; o Foundation Notes & Details 0 0 0 0 0 0 SHEET OF 26 12 C SIMILAR A8.1 �u11�1 u u zl:::--� SCALE: 1 " = 1 `- 0" Smectione SCALE: 1 " - 1'-0" A8. A A8. C A8.1 SIMILAR r o � c z Ez: CL a3 oo 0 0 Q) v+ LB -f--' U_ ° U O .� V) V) v Q w S QA �5�� _ Ej �` Lj FJ 7j5 F= r30o, W��%so na z Ld o: C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 'El '0 'EJ 'El 'El 'I] 'El d� O `- Ln V) N N r-nL 00 UL i.., c N �� c l�v (D U J \a (mJ � v) 3 U T o L > � a o Q" E N i— U (n J W W (n DATE 4— 21— 2003 REVISIONS SCALE /4" = 1 ' — 0" JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH w I O �co ILI Q U O Cn O �aU I2-4 Contents; o Typical Building Sections 0 0 0 0 0 0 SHEET A-7 0F 26 METAL ROOF P & COLOR TO E CLIENT) PRE-MANUF. M TRUSS (SEE R( rE A8 1x2 P.T. BLOCI 2x8 FASCIA VINYL SOFFIT 8"x12" BOND I REBAR STUCCO FINISI- 4" X 4" INSP FILLED CELL GRADE LINE f TypoC' CR 2#5 SIRS or y B o(C�k WEa SCALE: 3/4" = 1'-0' III z.; I 00 n..4n nnkih nrnu ... / t) It CZ DADC CONT, (TYP,) 1 'r-s-,-:�1 or y yp�C6�5) n�c�r�oor� d �oc�l� WV�0� SCALE: 3/4' = 1'-0" S CONT, (TYP.) office a(EP0 CONT. R� I R I 00 O I co BAR J01`. STAIRS E 4" COS COMPR Q 250( DAYS W.W.M. VISQUE 12 12 F--7 poc���c� ��oT y C oor� \PET WALL >_ BOND BEAM w/ 5 BARS CONT. (TYP.) SOLID WALL A2" CONC. FOOTER w/ 3-#5 IAR CONT. �JLE DETAIL) RED k W�00 SCALE: 1 /2" = 1'-0" T xx ? 00 �O C Z L 0 0 M M ov CP C W (n (D L +, C U V) r Q Q Erg C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. -0 E] �'0'El 'El 0-) rn 0u7 rn u7 ��or-roL cV 00 N ppO lul.._. 75 a N � o I— N U J 0 O va�0°'>,a J '> T '> ~ �, - Q a a� o o- E a) F- U (n J W W (n DATE 4- 21- 2003 REVISIONS SCALE AS NOTED JOB N0. 02100ALEN JMH/JLH/CC/EZ/GD REVIEWED DH 0�w E, �C:6 0 �, a4 �, co q c� 0 a E-4 Contents: oTyp. 1st Story Ext, Block Wall oTyp. 1st Story Int. Block Wall o Typ. 2nd Story Ext. Block Wall 0 0 0 0 tA-e�-2E �cof� Doors EXPANSION JOINT 4" CONC. STOOP DOORS 18" x 18" #4 DOWELS 9" O.C. (3 SIDES) GREASE ENDS TO STOOP 18" x 18" #4 DOWELS ® 12" o.c. 'ONC. BLOCK WALL WELD METAL DECK TO L 4" x 3" x 5/16" LLV. V!!ELD= TO EMBEDDED P L. -, "E WE-L_D BEAM CLIP L TO PL.ATL 3/4" x 12" x 12" PL. w/ (4) 1/2 pf x 6" HEADED STUDS @ BEAM BEARING WALL REINFORCEMENTS F oor b oon ��00 rAj 18" x 18" #4 DOWELS 12" ox. GREASE END TO CONC, APRON 18" x 18" #4 DOWELS @ 12" o.c. IN N OVER HEAD DOOR 1" x 3" REDWOOD TRIM BOARD w/ VINYL WEATHER STRIPPING EXPANSION JOINT 4" CONC. APRON OVER COMPACTED GRANULAR FILL N d a 18" x 18" #4 DOWELS @ 9 o. c. (3 SIDES) a GREASE ENDS TO STOOP d N.T.S. i A (4) 1/2 f) 0 x 6" HEADED STUDS O CONCRETE METAL DECKING AD SCUPPER (16" WIDE) '--L 4" x' 3" x 5/16" LLV WELD TO 6"W. x 4"D. DOWNSPOUT (EXPOSED EMBEDDED PLATES AREA TO MATCH BUILDING COLOR) CLIP L BEAM TO PLATE i ANCHOR TO BUILDING w/ 3" WIDE 3/4" x 12" x 12" PLATE STRAP STEEL BEAMS— SEE FLOOR PLAN FOR SIZES N.T.S. CONC, BLOCK WALL WELD METAL DECK TO L 4" x 3" x 5/16" LLV. WELD TO EMBEDDED PLATE WELD BEAM CLIP L TO PLATE 3/4" x 12" x 12" PL. w/ (4) 1 /2" x 6" HEADED STUDS @ BEAM BEARING WALL REINFORCEMENTS A a2) F Doors ���aa � V��a�c��ai�uon W(aaO� N,s METAL DRIP EDGE w/ 1 x2 P.T. BLOCKING 2x8 FASCIA 4D BEAM w/ (2) �R BLOCK w/ NSULATION r ` D ownspou �ao0 N.T.S. METAL ROOF— SEE ATTACHMENT DETAILS ROOF BAR JOIST— SEE ROOF FRAMING PLAN 4" x 4" x 1 /2" PLATE w/ 2-1/2" x 4" INTO CONC. d W'. . i \ -*��� K-- METAL DRIP EDGE w/ 0- 4; 1x2 P.T. BLOCKING 2x8 FASCIA 12"x8" BOND BEAM w/ (2) # 5 REBAR CONT. '\-8" CONC. BLOCK w/ rF KORFILL INSULATIONA- C�1 �.2 oocjoo's� m M, m- I ma m. o 4, ; i MLn c a+ _ cc rn rn 0 rn r 1A c a� c 0 L5 v o ` U O �3 V) W r U Q Q C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 10IF-] ��10 E] 'El 0) 0-) r- o — Ln Lo O r,nL N rq N 0C �a) C ESE v a� 0 au —I V) -i 0a)(m v a� E >, w Q 3 U T Q O U ♦— v -o v a) I— CJ N _► W W (n Lj DATE 4— 21— 2003 REVISIONS SCALE AS NOTED JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH Fr�; o r-4 0 0) 44 I � rd u o q w a �ac� o � Contents; o Misc. Details 0 0 0 0 0 0 SHEET 4" CONC, SLAB MIN, COMPRESSIVE STRENGTH @ 2500 P.S.I. @ 28 DAYS w/ 6x6 10/10 W.W.M. / OVER 6 ML. VISQUEEN x '\'/X/ a a TERMITE TREATED AND --J COMPACTED CLEAN SOIL (SEE TERMITE PROTECTION CRITERIA — SHEET A-2) r 0 i i� V) .. CY w d- TUBE COLUMN PROVIDE BOND BREAKER AROUND ST, COLUMN BASE P ATE EE S1 FOR SI ) 1° NON —SHRINK GROUT v 4• a x CON C, FOOTER w/ (5) #5 REBARS E.W. 4-3/4" DIA x 1'-0" x 3" ANCHOR BOLTS Co u n 0 QD � �� SCALE: 1" = 1'-0" 12 TREADS 0 11' = 11'-0" -F /\ I n 1/ I n I CLIP L w/ 1/2 " 0 KWIK BOLT EA. SIDE TTyp ccd Staircase oecton N.T.S. x1-1/2"x iANDRAIL — ENDS TO � .� i. S � � VVO'a O 0 r�7pr35 er:�•�j5� -Z of 0 rn v3 A c (A a� c:, N L o ID o U 0 V V) Q �F] IN �.L4 7C5S 3 �isczC� a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. m m - oLr) n LO F,I)Lo � J N N? C, 00 O O UL o �, 41 �a) 3 O N Q' O N F- 0 J 4-1 arC: &i ,E q) a�> ' Q �.2 �, B-E- o fij DATE 4— 21— 2003 REVISIONS SCALE AS NOTED JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH 44 I E- q U 0 a E_ Contents: 0 Misc. Details 0 Stair Section 0 0 0 0 0 SHEET GRAB BAR SEE ENLARG TOILET FIXTURE SCHEDU STAINLESS STEEL FLAN C STAINLESS STEEL CONCI MOUNTING FLANGE GRAB BAR SEE ENLARG TOILET PLANS AND TOILET FIXTURE SCHEDU STAINLESS STEEL FLANC 1" THICK x 1'-0" WIDE ,. r,uI1`ILJ , TREATED PLYWOOD BACKING ATTACHED TO METAL STUDS WITH 1 15/16" TYPE S-12 BUGLE HEAD SCREWS. :8 FIRE TREATED WD. BLOCKING -CURED TO METAL STUDS ) 1/4 1) x 2 1/4 )? TYPE 304 STAINLESS -EEL PHILLIPS ROUND —HEAD WOOD ''REWS :E FLOOR PLAN AND MISC. DETAILS >R WALL TYPE ) 1/4 ?1 - 20 x 3 1/2 P7 TYPE 304 'AINLESS STEEL PHILLIPS ROUND -HEAD \CHINE SCREWS w/ PLATED - STEEL )GGLE NUTS. 1 0 e D - Y.Pica, (Ir (::� 0 Bar Mou 17" DEPTH SEMI -RECESSED CABINET. REFER TO THE FLOOR PLANS MIN. -- -T FOR LOCATIONS 8" KNEE / 0N Q MIN CLEARANCE / .-� 12 TOP OF CABINET NOTE: a HOT WATER AND DRAIN CLEAR PIPES UNDER LAVATORIES L a FLOOR CD Q z z SHALL BE INSULATED, Co SPACE °�° 00 M cu O REFER TO THE v� SPECIFICATIONS 6" TOE 30" MAX, CLEARANCE MIN, PAPER TOWEL DISPENSER FIRE EXTINGUISHER LAVATORIES, MIRRORS, AND SOAP DISPENSERS AND TRASH RECEPTACLE CABINET 17"-19" DEPTH 14" MIN. MIN `I 8" KNEE Ejo MIN. CLEARANCE H CLEARCID X FLOOR `D z SPACE M I� ►Z-i r--t Q � �� r 6" 30" TOE MAX CLEARANCE MIN. URINALS DRINKING FOUNTAINS i TOILET PAPER / SAN. NAPKIN DISPOSAL / WATER CLOSET ForC��anco�oc��pP�c� A c��oC�Oc� F'��c��r�c�� 7.25� 1 7.25" 'U' Lintels Un�ds Schedde Recessed Door Lintels Window Lintels 7.25� T:5, Four Inch Solid Lintels ID Description Unfilled Filled L-1 2'-10" (34") U Lintels 2025 lbs. 5314 lbs. L-2 3'-6" (42") U Lintels 1950 lbs. 5120 lbs. L-3 4'-0" (48") U Lintels 1875 lbs. 6408 lbs. L-4 4'-6" (54") U Lintels 1860 lbs. 4815 lbs. L-5 5'-4" (64" U Lintels 1575 lbs. 3744 lbs. L-6 5'-10" (70" U Lintels 1575 lbs. 3744 lbs. L-7 6'-6" (78") U Lintels 1565 lbs. 3260 lbs. L-8 7'-6" (90") U Lintels 1550 lbs. 2887 lbs. L-9 9'-4" (112") U Lintels 1025 lbs. 1747 lbs. L--10 10'-6" (126") U Lintels 922 lbs. 1333 lbs. Doors Lintells and Extra Wide Openings ID Description Unfilled Filled L-11 4'-0" (48") Recessed 2'-6" or 2'-8" Door 1875 lbs. 6408 lbs. L-12 4'-6" (54") Recessed 3'-0" Door 1860 lbs. 4815 lbs. L-13 5'-4" (64") Recessed 4'-0" Door 1575 lbs. 3744 lbs. L-14 6'-6" (78") Recessed 4'-0" Door 1565 lbs. 3260 lbs. L-15 7'-6" (90") Recessed 5'-0" Door 1550 lbs. 2887 lbs. L-16 9'-4" (112") Recessed 8'-0" Garage Door 1025 lbs. 1747 lbs. L-17 11'-4" (136") 800 lbs. 1483 lbs. L-18 12'-0" (14411) 750 lbs. 1304 lbs. L-19 13'-4" (160 585 lbs. 909 lbs. L-20 14'-0" (168" 585 lbs. 909 lbs. L-21 14'-8" (176 Prestressed 387 lbs. 911 lbs. L-22 15'-4" (184 Prestressed 387 lbs. 911 lbs. L-23 17'-4" (208") Prestressed 387 lbs. 911 lbs. L-24 19'-4" (23 2") Prestressed 289 lbs. 823 lbs. L-25 21'-4" (2`)6"1 Prestressed 293 lbs. 879 lbs. L-26 22'-0" (264") Prestressed 279 lbs. 857 lbs. L-27 24'-0" (Z`E8") Prestressed 226 lbs. 716 lbs. Uniform safe loads based on tests by independent testing laboratories withour additional steel or concrete added to lintels. Acting as a composite beam with an 8" perimeter beam -one #5 bar in the lintel, one #5 bar in the beam. All the above lintels exceed the requirements of all applicable building codes. CONC. BOND BEAM w/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 9�[I i __ICI I I 9 !L> P'AN1 IN ! eeeeI�eeeeee�leMalmr1m-eeeedleeeeeeeeeeeelIeegeeeeeeeeeep�eeeeeeeeee- Jim ------dlieeeeese_eeeee�leeee ro ....rr Mill,-------------- ':■ • LINTELW/L&#5 CONT. (U N OTHERWISE I NOTED) OPENING ■I i■ �■' m Bl®_• ■i�PRECAST IIIIIIIIIIIIIIIIN NOR IIIIIIIIIIIIIIIIIN IN ■�■I®_ ■ice W■ME IIIIIIIIIIIIIIIIIN r��■ _ _ ■�� ►• 1. FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Typ'k�(W Untek-d NOT TO SCALE SEE ROOF FRAMING PLAN -IL JL TILE CEILING (CLIENT TO SELECT MANUF. & STYLE) 2x4 METAL TOP PLATE ATTACHED TO CEILING MEMBER w/ STANDARD SHEET METAL SCREWS @ 3'-0 " o. C. OR APPROVED EQUAL 0 I 0 5/8" GYP. BOARD r (BOTH SIDES) 2x4 METAL STUDS @ 16" 0. C. 2x4 METAL STUD SOLE PLATE FASTENED WALL TO SLAE 1 /4" REDHEADS @ 24" o APPROVED EQUAL SEE FOUNDATION PLAN a 4 Q C 4 I.� I I 1=1 I I I M I M I 1=1 1=1 11=1 11=1 11=1 1=1 11=� 1=1 1=1 11=1 11=1 I; � -1 11=1 11=1 11=1 11=1 1= —I 11—I I I —I I I-1 I1—III—I 11—III—I I-111—I I-1 —1 I —I 1—I 1-1 I I —I 11= TI-11 IEEI 1 1 I = 11 I I-1 I I Ed I 1=1 I IEd I 1=1 I I — I I —I 11=1 1 III=1 I I=111-1 I I-1.11-1 Non-LoS=�)d oC��r�or�g Q1 iT i y tC0 xx O O Z C � rn sM� d 0 N d M M W V) V L �, o O U O U) V) Q a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET, U U U IE]UIEI U rn rn � o '1- L0 rn u) N 0 F,I)L 00 LL S Qf 0 � N Q) U J a 0)O N 0 E J Q 3 V T a� �V � > n a> 0UE� U V) J W W (n DATE 4- 21- 2003 REVISIONS SCALE AS NOTED JOB N0. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH I H �co a 0 q U o Cn a �aU O a Contents; o Grab Bar Detail 0 ADA Details 0 Typ. Interior Wall Section 0 0 0 0 SHEET OF� 87'-0" e O O I M FLOOR OPENING R I STAIR OPENING R� STAIR R� I f R 10'-8" oorFrS�-)m'no a o � ooFram�D_Fo;;�n LUBE BAY00 OPENING-141 24K10 24K10 24K10 24K10 24K10 24K10 K10 24K10 24K10 24K10 K10 z4K10 24K10 24K10 24K10 4K10 ,_8„ '_11" '_10" 4p_4)) 4,_4» ,_10_S,IF 4 ) 24'-0" 20'-8" 31'-8" X X X X X X d- I kl<10 24 10 24 10 1. THE ROOF SYSTEM LAYOUT IS FOR REFERENCE ONLY. IT MUST BE PRE-ENGINEERED BY A FLORIDA SPECIALTY ENGINEER,ca 2. ALL ASSUMED ELEVATIONS SHALL BE FIELD VERIFIED AND CONTRACTOR IS RESPONSIBLE TO INFORM THE ENGINEER OF RECORD OF ANY CHANGES. 24K10 24K10 24K10 24K10 24K10 24K10 24K10 24K10 24K10 4K10 24K10 24K10 4K 0 24K10 24K10 24K10 24K10 2 2 10 10 24K10 24K10 2 10 24K10 2 10 24K10 24K10 --------- --- ---- R I 24 10 2 10 24K10 24K10 a 01 K10 24K10 24K10 24K10 24K10 24K10 24K10 I I 24K10 _ K10 24K10 24K10 K10 24K10 24K10 J�Kl0 24K10 24K10 K10 24K10 24K10 K10 m � � 0 E-- c or rn � � �U o O Q C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE LDRAWING AS PRINTED ON THIS SHEET. (:Y) M ON ��� N � 0¢0 0 O OO c 3 'j � H V�J Q'j O44 U (n JO W W (n DATE 4-21-2003 REVISIONS JOB N0. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH I q u�o a � Contents o Floor Framing Plan Lube Bay) o Roof Frame Plan 0 0 O O 0 SHEET A-9 of 26 i 14 I TOP OF PARAPE' 16" O.H. 11" STYF FRIEZE E (TYP. ) 3" STYR BANDING EQUIPMEI _FINISH FI ASSUME[ GRADE L 'I 1 0 _0 0$ 27'-4" TOP OF ROOF 12 (APPROXIMATE) I- I r_" CTVDn�nAKA !" f\L—F MU1\I Vh I LV FOUNTAIN; STYLE TO BE DETERMINED _ DURING CONSTRUCTION Fron v o n GRADE LINE 0 Ro o h d E e v�oon TOP OF PARAPET ROOF T.O.M. _ LOBBY FINISH FLOOR _ 11 No�esa 1, THE ROOF SYSTEM LAYOUT IS FOR REFERENCE ONLY, IT MUST BE PRE-ENGINEERED BY A FLORIDA SPECIALTY ENGINEER, 2, ALL FASTENERS SHALL BE ENGINEERED BY A FLORIDA SPECIALTY ENGINEER, 3, ALL ROOF PITCHES SHALL BE AS NOTED ON THIS SHEET AND ROOF FRAMING PLAN, 4. ALL OVERHANGS SHALL BE 1'-4" UNLESS OTHERWISE NOTED. ,n T S pp T z �C7)c" Q) W C U i 0 U) v Q 11 C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. '0 '0 'El '0 '0 '0 '0 3) m 6 Lo Ln � �J INr) N � DO N �- 0 0 UL 4� U)cna i— a) U J 0 t C O a N 0 0 3 '> T ~ Q'> ". a a) 0 0- E a) (D F— U (n J W W (n DATE 4- 21- 2003 REVISIONS SCALE 1 /4"=1 ' - 0" JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH Cam, ��f� E- L) (� U O a � Contents; 0 Front Elevation °Right Side Elevation 0 0 0 0 0 SHEET 16" O.H. 11 " STY FRIEZE BANDIN( METAL PARAPET ROOF 11 " STYROFOAM FRIEZE BANDING (TYP.) 2" STYROFOAM BANDING (TYP.) L STUCCO FINISH (TYP.) n" t--rvr%/-\r—r\ n L i El No�eso 1. THE ROOF SYSTEM LAYOUT IS FOR REFERENCE ONLY, IT MUST BE PRE-ENGINEERED BY A FLORIDA SPECIALTY ENGINEER. 2. ALL FASTENERS SHALL BE ENGINEERED BY A FLORIDA SPECIALTY ENGINEER. 3. ALL ROOF PITCHES SHALL BE AS NOTED ON THIS SHEET AND ROOF FRAMING PLAN. 4. ALL OVERHANGS SHALL BE 1'-4" UNLESS OTHERWISE NOTED. " STYROFOAM IEZE BANDING YP.) STYROFOAM ENDING (TYP.) PARAPET WALL (BEYOND) '—In" 12 �6 6" STYROFOAM BANDING 2" STYROFOAM BANDING (TYP.) STUCCO FINISH (TYP.) 3" STYROFOAM BANDING (TYP.) 2" STYROFOAM BANDING (TYP.) 4" STYROFOAM BANDING 2" BANDING (TYP.) 24" x 12" BASE w/ 16" HALF ROUND COLUMN (TYP.) 00 Lif 0 L 0 z g�M c" a� L o °' L�C+, U o V) � Q C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET, -0 10 rn m 0 V) °' V) <o d- corn ON �- N n r�L 00 N Oo Oo U- v 0QoE F— N U J + a c: a) m V) o W0Ep� O a c�j (1 1J 3 U >, Q U > O Q > O v nv o v- E 'Q-) F- U (n J W W (n DATE 4— 21— 2003 REVISIONS SCALE 1 /4" =1 ' — 0" JOB N0, 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH o44 co I 0 cd a co�4. q u 0 41 � a) a o � a Contents; o Rear Elevation o Left Side Elevation 0 0 0 0 0 SHEET A-11 of 26 2' Drawings Will Not Be Considered Complete Until Belanger of Florida Signs Off On Final Architectural & Engineering Drawings BACKR❑❑M EQUIPMEN-f PREP JET PUMPING STATION 15 H.P. JET PUMPING STATION SOLUTION DELIVERY MODULE #1 SOLUTION DELIVERY MODULE #2 AIR PANELS DYNAMIC CONVEYOR CONTROLLER MOTOR CONTROL CENTER L_EGEND Measurements For Placement Of Equipment Are Guidelines Only Field Positioning Of Equipment To Be Optimized By Belanger Of Florida Based On Actual Site Conditions �8 AUXILIARY MOTOR STARTER PANEL �9 10 H.P. HYDRAULIC POWER UNIT #1 10 10 H.P. HYDRAULIC POWER UNIT #2 11 5 H.P. AIR COMPRESSOR 12 SPOT —FREE RINSE SYSTEM 13 300 GALLON WATER STORAGE TANK 14 WATER RECOVERY SYSTEM Location: Alan Van Campen Sanford, Florida Tunnel Equipment layout TUNNEL_ EQUIPMENT LEGEND CORRELATOR 120' CONVEYOR HIGH PRESSURE GUNS ENTRY PHOTO EYES CHEMICAL TIRE APPLICATOR PRE --SOAK ARCH QUAD M I TTER WAVE ACROSS M I TTER GYRO WRAPS WITH LOW SIDES Scale: 1 /8" = 1 ' 0" Date: 1 /24/03 File: AVC— L1 Drawn By: Dave Bearcy �BELANGER OF FLORIDA, L.L.C.) 11749 S. ORANGE BLOSSOM TRAIL ORLANDO, FLORIDA, 32837 888 39 — 2 04 E—MAIL: belangerfla@aol.com CHEMICAL TIRE APPLICATOR —OPT. ROCKER SPIN CLEANS TRIPLE FOAM STICK`S WAVE ACROSS M I TIER LOW SIDE WASHERS WAX ARCH DRYING AGENT ARCH SPOT —FREE RINSE ARCH 60 H.P. AIR CANNON DRYER SYSTEM IMPORTANT NOTE; ALL BUILDING DIMENSIONS ARE INSIDE TO INSIDE. BUILDING CONFIGURATION IS DIFFERENT THAN ACTUAL PROJECT, EQUIPMENT PLAN PROVIDED BY BELANGER, INC. c T prn x" O rn C v z M M a> V) � L 4-j o ° U p :c U Q 6 H e Z aT v 3 rS p�ccQo��gg tS�=�m fS n z JEELJ ' a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. U -0 -0 U -I U 'E 0) 0) — O 'r— L0 u7 NO r,MI)L 00 �un n0 L, _ 41 E � 0 _j N U Q m O(D N U T d J ~ 3 'j Q> � r v b o v" E N �— U (n _1 bi W (n DATE 4-21-2003 REVISIONS SCALE N . T. S. JOB NO. 02100ALEN DRAWN 1MH/JLH/CC/EZ/GD REVIEWED DH ® 00)(s ��bU H sa c0 co q U o 0 Contents; o Equipment Plan o Equipment Schedule 0 0 0 0 0 SHEET of 2 6 MANUFACTURER: Thermo-Tru MODEL DESIGNATION: In -Swing Door Wood Frames System MAXIMUM OVERALL NOMINAL SIZE: Single up to 5'-4" x 8'-0" w/wo sidelites Double up to 8'-4" x 8'-0" w/wo sidelites USEABLE CONFIGURATIONS: X, OX, X0, OXO, XX, OXXO GENERAL DESCRIPTION: The head and side jambs are fingerjoint pine measuring a min. 4-9/16" w/ a 1/2" rabbeted stop. DESIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single w/ Sidelites Positive 60.0 PSF Negative 60.0 PSF NOTE: THIS SYSTEM HAS BEEN EVALUATED FOR USE IN LOCATIONS TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN. FOR INSTALLATIONS WHERE THE SUB —BUCK IS LESS THAN 1-1/2" (FBC SECTION 1707.4.4 ANCHORAGE METHODS AND SUB SECTIONS 1707.4.4.1 AND 1707.4.4,2) TAPCON TYPE CONCRETE ANCHORS MUST BE USED AND THE LENGTH MUST BE SUCH THAT A MINIMUM 1-1/4" ENGAGEMENT OF THE TAPCON INTO THE MASONRY WALL IS OBTAINED. ALL INFORMATION ON THIS SHEET PROVIDED BY MANUFACTURER. NOTE: W.S. I � A 3" 3" n 6 �11 �" nrr nr•riii "r'" rlq TVD'�CQ`d ST-O' Doors J&�nmb D(\t3b7o�� no no • • 1/2" DRY" 1 1 x2" FU 2x BUCI 1 HEAD JAMB 1 TO 2x SUB BUCK #$ X 2-11L 1/2" DRY cD 1 x2" FUR[ Ix BUCK Ri.f7 1 i ��AD JAMB 1 TO 1x SUB BUCK N N wn9' 0 2x BUCK — #8 x 2-1/2". i VERTICAL SIDE JAMB � TO 2x SUB BUCK 0,15" MIN.—=I�--- C-SINK 0.30" MAX. --- SHIM SPACE 1,15" MIN EMS. 1-1/4" MIN. EMS. Ix BUCK — #8 x 2-1/2" M z 6,0" 6,0" 3.0" 3,0" 3.0" �EL 3.0" NOTE: w WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES. RdeKe Aftchmen� Deg d 6" TAPCON 'E ANCHOR SONRY LINTEL (N w 1x2" FURRING,— 1/2" DRYWALL a Q . a 1,50" a 3/16" TAPCON TYPE ANCHOR MASONRY BLOCK 1 x2" FURRING,— 1/2" DRYWALL a4 :a 1.50" Q 0.15" MIN. -I 3/16" TAPCON C-SINK TYPE ANCHOR 0.30" MAX. SHIM SPACE rl VERTICAL SIDE JAMB 1.15" MIN MASONRY BLOCK 2 TO 1x SUB BUCK EMS. #10 x 2" LG. PFH WS #10x3/4"I PFH WS SEE NOTE SEE NOTE Deed 'C " #10 x 3/4" LG. PFH WS NOTE: WHEN ATTACHING THE STRIKE & DEADBOLT PLATES TO THE STRIKE & BUCK USE #10 x 2" LG. PFH WS. WHEN ATTACHING THE STRIKE & DEADBOLT PLATES TO THE ASTRAGAL USE #8 x 2-1/2" LG. PFH WS, WHEN ATTACHING THE STRIKE JAMB & SIDELITE JAMB USE #10 x 1-3/4" LG. PFH WS. De�d 'D' ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL Ded'E ASTRAGAL THROW BOLTS AT THE THRESHOLD. DRILL THRU FOR A .357"0 BOLT DEEP ENOUGH FOR A 1" BOLT THROW DRILL THRU FOR A .357"0 BOLT DEEP ENOUGH FOR A 1" BOLT THROW ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL DDe4aV0 'Fw ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 0 O M M 0 a� o U o Q a` �� L, x o w �_e=FUj a m Q Q W 2� a z 3 cm jE a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 'EJ 'E7� '� 'EI 'EI 0) c `- O `- LO 0" u7 00NO0 ON N n ��0L co O O O U �4� �oY a a� Q�ca,m co y� �J E0 NE >'(D Q '~3 '2 > o�'o> a) - E a� Oo I— U n J W W (0 DATE 4— 21— 2003 REVISIONS SCALE N,T.S JOB N0, 02100ALEN JMH/JLH/CC/EZ/GD REVIEWED DH 6x ra 7;� c\2a O 0 0.) �' H � b c� o 0 �cd a cn �co Q 0 cn a� 0 qaU a Contents; o Typ, 96' Door Jamb Det, f or block 0 0 0 0 0 0 SHEET A-13 of 26 MANUFACTURER: KINCO DESCRIPTION: SINGLE HUNG ALUMINUM WINDOWS, OVERALL NOMINAL SIZE: SINGLE UP TO 53" x 73" NOTE; 1. ALL INFORMATION ON THIS SHEET IS FROM THE MANUFACTURER, 2. ALL EXTERIOR WINDOWS AND DOORS (GLASS) ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA/101/152 STANDARD AND BEAR AN AMMA OR WDMA LABEL, IDENTIFYING THE MANUF. PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. FBC 1707.2.1 3, SOLUTION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHEREING TO FLORIDA BUILDING CODE FOR PRESSURE REQUIREMENTS AS DETERMINED BY ASCE MINIMUM DESIGN LOADS FOR BUILDINGS STRUCTURES. DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN, 4. THIS SERIES OF WINDOWS ARE IMPACT RESISTANT. 0 c� LINTEL STUCC( SILICON BETWEE AND WI HEADEF CAULK E AND MA PERIMETT STUCCO 1.25" EMBEDMENT AND MAX 0.25 SHIM SPACE (D 110 FUPRIKIr_ CTDID WINDOW 2.25" x TAPCON ANCHOR SILICONE BETWEEN AND WOC STUCCO v a a DRYWALL MASONRY a a 6 a T t ecton Voow 0 N F L H �5e�Ncton Voew uc��d Whdow B(ew(ubatounr), BUCK ANCHOR LOCATION CHART CALL SIZE BUCK SIZE LOCATIONS IN HEAD LOCATIONS IN JAMB UP TO 45 PSF UP TO 70 PSF UP TO 45 PSF UP TO 70 PSF 12 18-1/80 A,C A,C F,G F,G 13 18-1/807-3/8 A,C A,C F,G F,G 14 18-1/8x49-5/8 A,C A,C F,G F,G 15 18-1/8x62 A,C A,C F,G F,G,H,I 16 18-1/80 A,C A,C F,G F,G,H,I 17 18-1/8x83 A,C A,C F,G F,G,H,I 18 18-1/8x95 A,C A,C F,G,H,I F,G,H,I 11-132 25-1/2x25 A,C A,C F,G F,G 1H33 25-1/207-3/8 A,C A,C F,G F,G 1H34 25-1/2x49-5/8 A,C A,C F,G F,G,H,I 1H35 25-1/2x62 A,C A,C F,G F,G,H,I IH36 25-1/20 A,C A,C F,G,H,I F,G,H,I 1H37 25-1/2x83 A,C A,C F,G,H,I F,G,H,I 1H38 25-1/2x95 A,C A,C F,G,H,I D,E,F,G,H,I 22 36x25 A,C A,C F,G F,G 23 3607-3/8 A,C A,C F,G F,G,H,I 24 3609-5/8 A,C A,C F,G F,G,H,I 25 36x62 A,C A,C F,G,H,I F,G,H,I 26 360 A,C A,C F,G,H,I D,E,F,G,H,I 27 36x83 A,C A,C F,G,H,I D,E,F,G,H,I,N,O 28 36x95 A,C A,C F,G,H,I D,E,F,G,H,I,N,O 32 52-1/8x25 A,C A,C F,G F,G 33 52-1/807-3/8 A,C A,C F,G,H,I F,G,H,I 34 52-1/809-5/8 A,C A,C F,G,H,I F,G,H,I 35 52-1/8x62 A,C A,C F,G,H,I D,E,F,G,H,I 36 52-1/80 A,C A,C F,G,H,I D,E,F,G,H,I 37 52-1/8x83 A,C A,C D,E,F,G,H,I D,E,F,G,H,I,N,O 38 52-1/8x95 A,C A,C D,E,F,G,H,I D,E,F,G,H,I,L,M,N,O NOTES: 1. SHIM AS REQ'D, AT EACH INSTALLATION ANCHOR w/ LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 2. WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063, 3. 3/16" DIA. CONCRETE SCREW ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMGEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. (TYP. LTH. 2-3/4"), 4. CAULK BEHIND WINDOW FLANGE WITH DUO-SIL ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF DUO-SIL ADHESIVE CAULK SEALANT MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS, 5. USE LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW iFLANGE BY OTHERS. 6. IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D, 7. GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS, INSULATING GLASS IS SHOWN. SINGLE GLAZING ALSO QUALIFIED, 8. LETTER DESIGNATIONS ON THE CONCRETE SCREW ANCHOR LOCATION CHART INDICATE WHERE CONCRETE SCREW ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9. NOT ALL ANCHORS SHOWN ON ELEVATION ARE APPLIED BY FACTORY IN ALL SIZES, ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR CONCRETE SCREW ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN, EMBEDMENT INTO WOOD BUCK. FACTORY PUNCHED HOLES IN JAMBS TO BE 6" FROM END AND 24" O.C. MAX. 10. KINCO, LTD'S, TB SERIES WINDOW IS SHOWN. INSTALLATION DETAILS ALSO APPLY TO KINCO'S TW SERIES WINDOWS. r co Cn �Cn �vs�2 V) Q) ° _o U 0 V) Lj Q a a� W = O W CL: = m W ohs a z 25 €U4 a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. U 'EI '0 'El 'I-) 'UO 0) � rn m - o � u7F;0 00 N N O O 0 41 U) Cn(D N LvJ 0 Cr 0 F— (D U J V) Q O Q) m (n (� o Q, >, Q, 3 U >, m.O U Q f— a� o 0- E a� U CO —1 W W (n LJ DATE 4-21-2003 REVISIONS SCALE N.T.S. JOB N0, 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH I w�� � a�co o q w V) a �at� o a Contents; o Typical Window Jamb Details 0 0 0 0 0 0 SHEET FOR ALL INTERMEDIATE PURLINS/FURRING, PLYWOOD BY ZONES, #9 x 1-1 /2" LONG WOODFAST SCREW FELT LOCH FOR EAVES AND VALLEYS ONLY 51UELAP ALTERNATE #1 PREVAILING WINDS A A /n)P ..I- - - - A - - FIG. 85-95 SCREWS PER SQUARE FOR 16" o.c. SPACING WOODFAST SCREW GABLE FLASH INSIDE CLOSURE OUTSIDE CLOSURE L V 1 V L Ij L. /-% V 1_ ACSE Des nated 1-1 /2" WOODFAST - SCREW © 6" o.c. UP SLOPE OF ROOF ROOF EDGE OR EAVE SEALANT LOCATION ALTERNATE #2 ALTERNATE #3 GaNe Edge Deta�� 5V CRIMP PANEL - SEALANT - LOCATION FIELD NOTCHED (OPTIONAL ROOF EDGE OR F!'.VE Hk;oD/Rudge Detau0 HIP/RIDGE CAP #9 x 1-1 /2" WOODFAST SCREW @ 11-1/2" 0.c. UP EDGE OF RIDGE CLOSURE STRIP AND SEALANT (ALTERNATE) 1/2 )) PLYWOOD FELT LOCATION 5V CRIMP PANEL SEE FASTENING SCHEDULE FOR SCREW LOCATIONS SEALANT AND INSIDE CLOSURE (ALTERNATE) EAVE FLASHING VALLEY FLASHIr FELT LOCATI( SEALAN LOCATI( PLYWOC SHEATH ALLOWABLE ASCE WIND PRESSURE (PSF) AND LONGITUDINAL ALL ROOF SLOPES —MEAN ROOF HEIGHT = 35 FT. #9 WOODFAST SCREW SPACING (INCHES) FOR PATTERNS A & B NON —COASTAL COASTAL EXPOSURE C EXPOSURE D INTERIOR CORNER & INTERIOR CORNER & ZONE 1 EXTERIOR ZONE 1 EXTERIOR ZONE 2&3 ZONE 2&3 ASCE (PSF) —50.5 —78.4 —70.3 —109.1 PATTERN A SCREW 14" 11 12" 9" SPACING PATTERN B SCREW & 14" 11" 12" 9" BATTEN SPACING PATTERN METAL DECK ATTACHED DIRECTLY TO MINIMUM A: 1 /2" PLYWOOD w/ (3)—#9 x 1-1 /2" SCREWS FOR 24" WIDE PANEL PATTERN MINIMUM 1 x3 BATTENS FASTENED TO MINIMUM B: 1 /2" PLYWOOD w/ (2)=.131 0 NAILS @ 8" o.c. OR (1)=.131 0 NAILS @ 4" o.c. AND METAL DECK ATTACHED TO BATTENS w/ (3) #9 x 1-1/2 SCREWS FOR EACH 24" WIDE PANEL NOTE: ALL INFORMATION ON THIS SHEET PROVIDED BY MANUFACTURER. VaHey Rashpg Detd V CRIMP ANEL 1. FELT ROOF SLOPE: MINIMUM SLOPE PER FOOT SHALL BE 3" VERTICAL TO 1 FT. HORIZONTAL (3:12 PITCH). PAPER /2" MIN. HIP FLASHING 2. PLYWOOD END LAP: MIN. END LAP SHALL BE 12" FOR ALL ROOF SLOPES; PROVIDE MIN. 1" OVERHANG @ EAVES. 3. SIDE LAP: MUST LAP BOTH RIBS (AS PICTURED). RIDGE 4• WOOD DECK: SHALL BE MIN. 1 /2" STRUCTURAL PLYWOOD (5/8" METRO—DADE NEW CONST.) SUPPORTED ON RAFTERS 24" ON CENTER. \Z 5. MOISTURE BARRIER: PROVIDE MINIMUM #30 LB. FELT AS "MOISTURE BARRIER" ATTACHED TO ROOF DECK (PLYWOOD) IN CONFORMANCE WITH APPLICABLE LOCAL BUILDING CODES. PROVIDE #15 LB. ON TOP OF THE #30 LB. FELT IF "TIN TABS" ARE USED TO ANCHOR THE #30 FELT. GABLE --\\ OPTIONAL: FURRING STRIP/BATTENS (USED WHERE DESIGN REQUIREMENTS CALL FOR A SEPARATION OF THE MOISTURE BARRIER FROM THE ROOF PANEL 5—V METAL ROOF 5V PANEL RIDGE CAN BE SEPARATED FROM THE MOISTURE BARRIER BY A MIN. NOMINAL 1 x3 YELLOW PINE BATTENS SPACED AT MAXIMUM 16" ON CENTER OR ACCORDING TO ASCE CALCULATIONS WHERE APPLICABLE. THE BATTENS SHALL BE FASTENED TO THE ROOF DECK WITH MIN. #6 SCREWS @ 12" ON CENTER IN RE —ROOF APPLICATIONS OR TWO MIN. 8d COMMON OR PNEUMATIC NAILS SPACED @ 8" ON CENTER OR ONE EVERY 4" o.c. (OR APPLICABLE CALCULATIONS ACCORDING TO ASCE 7-88 OR 1991 NDS STANDARDS). INSTALLING BATTENS: BATTENS SHALL BE INSTALLED TO SUPPORT THE ENTIRE WIDTH AND LENGTH OF RIDGE, EAVE, HIP, VALLEY, AND GABLE END TRIMS. 5—V METAL ROOFING SHALL BE FASTENED TO TRIMS THROUGH THE BATTENS AS PER NOTE #7, DESIGN LOADS, AND ONE ADDITIONAL FASTENER IN THE FLAT PORTION OF THE PANEL AT EAVE AND VALLEY CONDITIONS AS PICTURED IN SCREW FASTENING PATTERNS DRAWING. • 6. METAL GAUGE: 5—V METAL ROOFING MATERIAL SHALL BE MINIMUM 26 GAUGE FOR RESIDENTIAL CONST. IN METRO—DADE CITY. COMPLIANCE OR A MIN. OF 29 GAUGE STANDARD BUILDING CODE REQUIREMENTS. 7. FASTENERS: 5—V ROOFING SHEETS SHALL BE FASTENED TO DECK OR BATTENS AT CENTER RIB AND AT EACH SIDE RIB. FASTENERS SHALL BE MIN. #9 x 1-1 /2" COATED VALLEY FLASHING WOOD SCREWS WITH HEX HEADS AND BONDED NEOPRENE WASHERS AND SHALL BE SPACED A MAXIMUM OF 15" ON —CENTER UP THE SLOPE OF THE ROOF. 8. CLOSURE FILLER STRIPS. PROVIDE CLOSURE STRIP AND SEALANT AT AREA LEFT BETWEEN THE SHEETS AND FLASHING AND ALSO WHERE METAL TRIM RESTS ON A HIGH RIB, CLOSURE STRIPS SHALL BE CLOSED CELL POLYETHYLENE FOAM. SEALANT EAVE AND/OR FLASHING OR 1 9. FLASHINGS: EAVE, GABLE, VALLEY, HIP, AND RIDGE FLASHINGS SHALL BE THOMPSON ARCHITECTURAL METALS MATERIALS, CLOSURE STRIP ROOF EDGE 10. CAULKING: SHALL BE APPROVED BY THE MANUFACTURER, BUTYL SEALANT SUPPLIED IN TAPE OR GUN —GRADE FORM, SCREW SPACING PER PandLayout PATTERN A OR B SHOWN 11. PIPE BOOTS: MUST NOT BE LEAD —TYPE BOOTS! MUST BE APPROVED FOR LOCAL CODES. te-- IN TABLE ABOVE 9 z�cr,cn sc� M 0L w W o 0 ° U o V) Q w v F= W t= o L �so 0 E 3E L4 a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET, IF-] 10 10 u 10 10 10 0) c `� O `- Lrn u7 N N r,I)� pip O O UL w � (n(3)(u � a) 0 0 o a) U J V)L_ �_ -� 0 �a�- ca,m V) cn �0E�Q, Q vn L L 0 O o 0" E N F- U V) J W W (n DATE 4— 21— 2003 REVISIONS SCALE N/A JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH I u 0 � cd a � �_4 m q U 0 w o a0 �aU Contents o Metal Roofing Codes & Details 0 0 0 0 0 0 SHEET of 26 MBR FLASHING CEMENT OR MBR UTILITY CEMENT FASTEN 3" (75 mm) JOHNS MANVILLE APPEX OR JOINT COVER 4" (100 mm TO 6" ) METAL EDGE PRIMED BOTH SIDES JOHNS MANVILLE MBR COLD APPLICATION CEMENT SEAL METAL EDGE PRIMED BOTH SIDES JOHNS MANVILLE MBR COLD O,C, STAGGERED CLASSIC BASE FLASHING STRIP (150 mm) WIDE S IN JOHNS SET WITH JOHNS MANVILLE CONCRETE PRIMER WITH ADHESIVE SET WITH JOHNS MANVILLE CONCRETE PRIMER APPLICATION CEMENT SEAL (PRIME FLANGE BOTH SIDES) MANVILLE MBR COLD APPLICATION COLD IN JOHNS MANVILLE MBR COLD APPLICATION IN JOHNS MANVILLE MBR COLD APPLICATION WITH ADHESIVE CEMENT OR MBR UTILITY CEMENT CEMENT OR MBR UTILITY CEMENT CEMENT OR MBR UTILITY CEMENT DECK AND INSULATION AS REQUIRED METAL SET IN JOHNS MANVILLE MBR COLD APPLICATION CEMENT OR MBR UTILITY CEMENT JOHNS MANVILLE APPEX OR ° JOHNS MANVILLE APPEX OR CLASSIC BASE FLASHING STRIP JOHNS MANVILLE APPEX OR — PRIME FLANGE BOTH SIDES CLASSIC BASE FLASHING STRIP — NAIL TO BLOCKING APPROX. 3�� y GUTTER WITH STRAPS AS REQUIRED CLASSIC BASE FLASHING STRIP (75 mm) O.C. STAGGERE JOHNS MANVILLE APPEX OR ,� y CLASSIC ROOF MEMBRANE 00 • 0 / 000000 00 CONTINUOUS CLEAT JOHNS MANVILLE APPEX OR DECK AND INSULATION AS CONTINUOUS CLEAT JOHNS MANVILLE APPEX OR JOHNS MANVILLE APPEX OR CLASSIC ROOF MEMBRANE REQUIRED CLASSIC ROOF MEMBRANE CLASSIC ROOF MEMBRANE TURN DOWN BELOW BLOCKING TURNED DOWN OVER EDGE CONTINUOUS TURNED DOWN OVER EDGE CLEAT BASE PLY OR PLIES BASE PLY (PLIES) BASE PLY OR PLIES DECK AND INSULATION AS REQUIRED BASE PLY OR PLIES 12" (300 mm) TO 18" (450 mm) X WOOD BLOCKING ATTACHED WITH DECK AND INSULATION AS 1 1/2" (37 mm) MIN. TAPERED APPROPRIATE FASTENERS — MATCH REQUIRED EDGE STRIP INSULATION THICKNESS CAD AP01GUT FCAD AP03GLS CAD AP03CLSA FCAD AP07GUT SPECIFICATION WFE-4—A SPECIFICATION WFE-4—C SPECIFICATION WFE-4—D SPECIFICATION WFE-4—E 0 SCUPPER THROUGH ROOF EDGE METAL ROOF EDGE 0 LOW PROFILE METAL EDGE 0 GUTTER WITH DRIP EDGE DETAIL 0 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 1 LIGHTNING ROD 12" x 12" (300mm X 300mm) CONCRETE PAVER STRAINER BASKET BALLAST (FOR JOHNS MANVILLE FP-10 LIGHTNING ROD BASE BALLASTED SPEC ONLY) » � I ONE (BLACK POLYETHYLENE) Y ROOF VENT GRAVEL STOP FLANGE ROLL LEAD FLASHING 1 (24 mm; AND SLEEVE RIBBONS OF ULTRAGARD MIN, DOWN INTO PIPE 24" X 24" PIr'.:_ OF DYNAFLEX CONCRETE SCREW FASTENER � EPDM SEALING MASTIC OR '1 E DYNAFLEX (600 mm) X (600 mm) SEALANT FURNISHED (MUST NOT IC LONGER THAN THICKNESS OF ULTRAGARD EPDM ROOF MEMBRANE E WITH DRAIN PAVER) SEAM TAPE TO SECURE CONCRETE PAVER TO MEMBRANE PLUMBING VENT STACK p ROOF MEMBRANE I DYNAFLEX im INSULATION ROOF DECK ROOF INSULATION (TAPERED TO PROVIDE DRAIN SUMP) •' i, ' MBR FLASHING CEMENT, LOOSE INSULATION SET IN MBR FLASHING MBR FLASHING CEMENT, v V o v v 'o v v v �' �' v ' I • INSULATION MBR UTILITY CEMENT CEMENT OR MBR UTILITY CEMENT MBR UTILITY CEMENT, FLASHING CLAMPING RING OR ASPHALT OR HOT ASPHALT BONDING CEMENT FLANGE SET IN MBR (FOR ADHERED SPEC, ONLY) PRIME FLANGE OF LEAD FLASHING FLASHING CEMENT OR WITH SPM METAL PRIMER SET LEAD FLANGE IN MBR MBR UTILITY CEMENT DECK FLANGE SECURED NEOPRENE FLEXIBLE (BOTH SIDES) MBR FLASHING CEMENT, MBR TO DECK BELLOWS BODY UTILITY CEMENT OR HOT ASPHALT ROOFING INSULATION CAD DF09VNT CAD DF10VNT CAD DF12VNT NOTE: CAD SMP11MIS WHEN USING ULTRAGARD EPDM SEAM TAPE STRIPS, WIPE MEMBRANE CLEAN WITH SPECIFICATION DFE-9 SPECIFICATION DFE-10 SPECIFICATION DFE-12 DRY CLOTH (DO NOT PRIME MEMBRANE) PRIOR TO APPLYING STRIPS TO MEMBRANE, 0 PLUMBING VENT FLASHING ONE WAY ROOF VENT 0 FLASHING TO JOHNS MANVILLE FLEX 0 —I DRAIN LIGHTNING ROD ON MEMBRANE SURFACE 0 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE (orc0 o(own a 0 a NOTE. ALL INFORMATION ON THIS SHEET PROVIDED BY MANUFACTURER, Q� T 2 o = b C7) C7) O CO (u cn M_j 0 U O U 4 a� w 2pNW d =gym W 0 l� O s =�aF E a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 'El '0 'El EI E7 EI 'El 0) 0) — 0`_ L rn M L0 �I)L N n N 00 0 p0 (n 0p aa) N i - c a lJ o N O a) w m T J c�j (� 3 U Q O U � 1J , 0 L—L U (n .J Ui W V) DATE 4— 21— 2003 REVISIONS SCALE AS NOTED JOB NO, 02100ALEN DRA JMHW/JLH/CC/EZ/GD REVIEWED DH O41 UcC3W�, � I �' cd a cw Q U O W N O � Contents: 0 Metal Roof Torchdown 0 0 0 0 0 0 HVAC NOTES A CONTRACTOR SHALL WARRANT ALL MECHANICAL MATERIALS AND LABOR INSTALLED BY CONTRACTOR INCLUDING MATERIALS PROVIDED BY OTHERS, B. HVAC SYSTEMS SHALL BE TESTED TO OPERATE AND BALANCE AS ACCORDING TO THESE SCHEDULES IN ACCORDANCE WITH THE SPECIFICATIONS. C. CONTRACTOR SHALL NOTIFY THE OWNER WHEN THERMOSTATS ARE LOCATED OTHER THAN WHAT THIS PLAN DEPICTS. D. ROOF PENETRATIONS FOR EF-I, EF-2, AND EF-3 DRAWING LEGEND DETAIL DESCRIPTION DIFFUSER WITH RIGID ROUND ELBOW CONNECTION AND INSULATED FLEXIBLE DUCT RUNOUT RETURN GRILLE WITH INSULATED ® FLEXIBLE DUCT RUNOUT O THERMOSTAT ® REMOTE TEST/ALARM STATION O PULL STATION �S DUCT MOUNTED SMOKE DETECTOR RECTANGULAR OR ROUND SUPPLY DUCT ROUND INSULATED FLEXIBLE DUCT ® EXHAUST FAN --\ M ( B c h c6S- 3) � n�' c 60=03) P (\6 8z �:)k n �v��au� Lc�vc�0 D��c m�n� 0 0 `„ �3 00 v+ c r- Al w w c cn L �+ 0 o U 0 V) a Es a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. E7 E] E] 'E7 u I0 D7 O '�— Lo U7 N n No r�L 00 O L L, n� _ � 0 0 o (D m O M vo q) �QQ -' 3 0>1 a j> a (1) o U E a) U (n —J Ld W (n DATE 4— 21— 2003 REVISIONS SCALE 3/1 6))—1' — 0" JOB NO, 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH w I H �4 a �w q U 0 w a o � Contents; o Mechanical Plan — Main Level o Mechanical Plan — Basement 0 0 0 0 0 SHEET M-1 of 26 MECHANICAL EQUIPMENT SCHEDULE ELECTRIC HEATING COALING MARK TOTAL OA EER EAT SAT MCA MOCP (CFM) (CFM) VOLTS/ KW NOM, PHASE TONS AIR HANDLING UNITS RTU-1 & 2 3600 540 2 3 15 10 11. 0 80. 0/67, 0 59. 0/58, 54. 0 70 NOTES O1 AT ARI CONDITIONS AND 95^F AMBIENT TEMPERATURE. O PROVIDE WITH CURB #LARMFIO/15-14 X 14' HIGH 6" RD, EXHAU DUCZ V 1\U, Div inv.i DUCT EXHAUST FAN DETAIL MANUFACTURER/ MODEL CARRIER 50TFF012) OR APPROVED EQUAL, 10 TON ROOF TOP PACKAGE DISC❑NNECT (BY ELECT CONTRACT❑ ROUTE 1" PVC CONDE DRAIN LINE TO NEAR SCUPPER/GUTTER, ANGLE J❑IS TYP WEIGHT LBS VERIFY TYPICAL HvAc SECTION SCALE NONE AIR DEVICE SCHEDULE SUPPLY THROW NECK MOUNTING MANUFACTURER/ NOTES FACE ROUND SIZE PATTERN SIZE TYPE MODEL TITUS 00G)C�o 6" 12' X 12' REFER TO PLAN 6' LAY -IN TMS-6-24X24 TITUS 9" 24' X 24" REFER TO PLAN 10" LAY -IN TMS-10-8X8 OQGX�o TITUS 10" 24" X 24" REFER TO PLAN 10' LAY -IN TMS-10-24X24 1 3 4 S 6 RETURN ---- LAY -IN TITUS 1 2 3 4 5 6 ---- 24' X 24' REFER TO PLAN 350FL TITUS 3 4 5 6O ---- 12' X 12' REFER TO PLAN ---- LAY -IN 350FL 1 Z LAY -IN TITUS 1 2 3 4 OO ---- 6" X 12' REFER TO PLAN ---- 350FL NOTES 4 PROVIDE LAY -IN FRAME WHERE REQUIRED. 1 STANDARD WHITE FINISH. 5 PROVIDE LAY -IN PLASTER FRAME WHERE REQUIRED. Z PROVIDE WITH VOLUME DAMPER. 6 PROVIDE RECTANGULAR -ROUND ADAPTOR WHERE REQUIRED. 3 PROVIDE FILTERS AT RETURN GRILLES. NOTES WON ROOF MEMBRANE 1" PERLITE INSULATIOl' 2, 3" FOAM I NSULAT I Or 1, 5" METAL DEC ANGLE JOIS- TYP FLASHING CEILING SUPPORT, NOTCHED AT THE ENDS (TYP) TYPICAL HVAC SECTION SCALE: NONE FAN SCHEDULE MARK CFM S.P. VOLTS/ FAN AREA SERVED MANUFACTURER/ MODEL WEIGHT LBS NOTES PHASE HP 210 120 1/30 CUSTOMERS RESTROOMS GREENHECK MODEL #G-070-D 15 Lbs, (DQQ EF-1 .375° 1 OR APPROVED EQUAL 210 120 1/30 CUSTOMERS RESTROOMS GREENHECK MODEL #0-070-D 15 Lbs. OQQ EF-2 ,375" 1 OR APPROVED EQUAL 210 _"z 120 1/30 CUSTOMERS RESTROOMS GREENHECK MODEL #G-070-D 15 Lbs. 1 2 3 EF-3 .375" 1 OR APPROVED EQUAL NOTES 0PROVIDE WITH BACKDRAFT DAMPERS OPROVIDE WITH SPEED CONTROLLER O3 PROVIDE WITH ROOF CURB MODEL GPI BY GREENHECK OR APPROVED EQUAL T 0 Fg- w V) L o U 0 V) V) v Q Q C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 1:110u1l 10 �N ��� �J N 0�0 • Oo UL Q> O I- W U J a m a 0 N Q) w a O \ O J 3 U >, � O U � U�J v o cy C q 0 U (n J Lu W (n DATE 4- 21- 2003 REVISIONS SCALE 3/16"=1'-0" JOB NO. 02100ALEN DRAWN JM /JLH/CC/EZ/GD REVIEWED DH q 0 Contents; o Mechanical Notes & Details 0 0 0 0 0 0 SHEET GENERAL NOTES: 1, PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL HVAC SYSTEMS COMPLETE AS INDICATED, AS REQUIRED 28, D❑ NOT ENDANGER OR DAMAGE INSTALLED WORK THROUGH THE PROCESSES OF 41, INSULATION; BY CODE, AND AS SPECIFIED HEREIN, ALL SIZES, ETC, ARE PUBLIX MINIMUM AND IF LOCAL CODE CUTTING AND PATCHING, ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS REQUIREMENTS ARE HIGHER, THE WORK SHALL BE BID AND INSTALLED ACCORDINGLY, A RESULT OF MECHANICAL INSTALLATIONS, CONCEALED HVAC DUCTWORK: 2, PROVIDE ROOF TOP AND SPLIT HVAC SYSTEMS OR INSTALL SYSTEMS PROVIDED BY 29, INSTALL MECHANICAL EQUIPMENT TO FACILITATE MAINTENANCE AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS, AS MUCH AS PRACTICAL, CONNECT INSULATE EXTERNALLY WITH FIBERGLASS E-D OR JOHN MANSVILLE FSK, PUBLIX AS DESCRIBED BELOW, EQUIPMENT FOR EASE OF DISCONNECTING, WITH MINIMUM OF INTERFERENCE NEATLY CUT AND FIT INSULATION T❑ THE DUCT SURFACE WITH WITH OTHER INSTALLATIONS, ALL DUCT J❑ INTS 3, PROVIDE HURRICANE BRACKETS AND OTHER SUPPORTS REQUIRED TO SECURE UNITS OVERLAPPED 2 MINIMUM, SECURED WITH OUTWARD -CLINCH STAPLES 4" ON T❑ STRUCTURE FOR WIND AND SEISMIC CONDITIONS, 30, FOR ALL AIR SYSTEMS ADJUST FANS, SUPPLY REGISTER DAMPERS, AM ERS, AND DUCT CENTER EACH WAY, VOLUME DAMPERS AS NEEDED TO BALANCE ALL DUCTWORK TO MATCH CFM 4, PROVIDE SHEET METAL DUCT SYSTEMS AS INDICATED ON DRAWINGS AND DESCRIBED LISTED, ❑N DUCTS 24" OR GREATER IN WIDTH THE INSULATION ❑N THE UNDERSIDE OF THE IN SPECIFICATIONS, DUCT SHALL BE SECURED TO THE SHEET METAL SURFACE WITH POSTER'S #85-20S OR 31, ALL SQUARE THROAT, 90^ MITERED DUCT ELBOWS SHALL HAVE DOUBLE WALLED EQUAL, ADHESIVE, AND SECURED MECHANICALLY WITH SHEET METAL SCREWS AND 5, PROVIDE ALL OTHER MATERIALS AND SERVICES REQUIRED FOR INSTALLATION TURNING VANES AT 2" SPACING THAT ARE EXTENDED IN THE DIRECTION OF CAPS, OR MECHANICAL FASTENERS ADHERE TO THE DUCT ON NOT MORE THAN 18" DESCRIBED IN CONTRACT DOCUMENTS, AIRFLOW PER SMACNA, ALL DUCT TRANSITIONS SHALL BE SMOOTH (30' TAPER CENTERS EACH WAY, MAXIMUM), NOT ABRUPT, 6, COORDINATE WORK WITH WORK OF OTHERS, NOTIFY CONCERNED PARTIES BEFORE PROCEEDING WITH WORK THAT WILL 32, ALL MECHANICAL EQUIPMENT SHALL HAVE VIBRATION ISOLATORS, AS WELL AS ALL TRANSVERSE AND LONGITUDINAL SEAMS, AND PENETRATIONS OF THE VAPOR BARRIER FACING SHALL BE COVERED WITH SMACNA RATED FOIL BACKED AFFECT THEM. FLEXIBLE DUCT C❑NNECT❑RS, TAPE APPLIED IN AND SEALED WITH F❑STER'S #30-35, OR EQUAL, VAPOR BARRIER MASTIC, 7, FOR PURPOSES OF CLARITY AND LEGIBILITY, HVAC DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC 33, PR❑VIDE VOLUME DAMPERS AT EACH BRANCH OFF FROM A TRUNK DUCT TO A SUPPLY AND, ALTHOUGH SIZE AND LOCATION OF EQUIPMENT ARE DRAWN DIFFUSER, 42 DUCT ACCESS DOORS TO SCALE WHEREVER POSSIBLE, CONTRACTOR SHALL MAKE USE OF ALL CONTRACT DOCUMENTS AND FIELD VERIFY ALL DIMENSIONS, 34, CONTRACTOR T❑ MAINTAIN SERVICE CLEARANCE AROUND ALL HVAC EQUIP EQUIPMENT CONSTRUCT OF SAME GAUGE OR HEAVIER AS DUCTWORK SERVED, P PROVIDE PER MANUFACTURERS INSTALLATION GUIDELINES, INSULATED DOORS FOR INSULATED DUCTWORK, PROVIDE FLUSH FRAMES FOR 8, ALTHOUGH THE LOCATIONS OF THE EQUIPMENT AND DUCTWORK MAY BE SHOWN ON THE DRAWINGS IN CERTAIN POSITIONS, THE CONTRACTOR SHALL BE GUIDED BY THE 35. MECHANICAL CONTRACTOR TO SEAL ALL MECHANICALS PENETRATING THRU DRAFT UN INSULATED DUCTWORK, EXTENDED FRAMES FOR EXTERNALLY INSULATED DUCTWORK, PROVIDE ONE SIDE HINGED, OTHER SIDE WITH ONE HANDLE ARCHITECTURAL DETAILS AND CONDITIONS EXISTING AT THE JOB, CORRELATING STOPPING ABOVE CEILING, TYPE CAM LATCH FOR ALL DOORS, IF SPACE IS LIMITED FOR A HINGED DOOR SWING, THEN IS WORK WITH THAT OF OTHERS, 36, GALVANIZED DUCTWORK; ALL DUCT AND FITTINGS SHALLBE MANUFACTURED FROM PROVIDE A TWO HANDLE TYPE CAM LATCH DOOR. 9, THE DRAWINGS INDICATE SIZE, CONNECTION POINTS AND ROUTES OF DUCTS AND 24 GAUGE MINIMUM GALVANIZED STEEL OF LOCK FORMING QUALITY PER ASTM A -527. THE ZINC COATING SHALL BE MINIMUM G90 43. CAPACITY RATINGS FOR CONDENSING UNITS SHALL BE IN ACCORDANCE WITH ARI EQUIPMENT, IT IS NOT INTENDED, HOWEVER, THAT ALL OFFSETS, RISES AND DRIPS ARE SHOWN, INSTALL ALL ITEMS AS (1,25 oz, 1 sq. ft,) PER ASTM A 924 SEAMS FITTINGS SHALL BE WELDED OR TACKED & SEALED. INDIVIDUAL FITTINGS ARE REQUIRED, ON STANDARD 360 "STANDARD FOR COMMERCIAL AND INDUSTRIAL CONDITIONING EQUIPMENT", UNITARY AIR - REQUIRED TO FIT STRUCTURE, AVOID OBSTRUCTIONS, AND RETAIN CLEARANCE, HEADROOM, OPENINGS AND PASSAGEWAYS, MANIF❑LDING IS NOT PERMITTED, COMPLY WITH SMACNA REQUIREMENTS FOR DUCT CONSTRUCTION FOR VENTILATION AND AIR CONDITIONING SYSTEMS, 44, REFRIGERATION SYSTEM OF CONDENSING UNITS SHALL BE CONSTRUCTED IN 10, BIDDERS SHALL THOROUGHLY ACQUAINT THEMSELVES WITH THE CONDITIONS 37, RECTANGULAR DUCT WORK: ACCORDANCE WITH ASHRAE 15 "SAFETY CODE FOR MECHANICAL REFRIGERATION", UNDER WHICH THE WORK IS TO BE PERFORMED, CONFLICTS, DISCREPANCIES, INTERFERENCE AND ❑MISSIONS IN DOCUMENTS SHALL BE BROUGHT TO THE A. PANELS SHALL BE CROSS BROKEN. (BEADED DUCT NOT ACCEPTABLE), TABLE), 45, CONDENSING UNITS SHALL BE LISTED BY UL OR ETL AND HAVE UL LABEL AFFIXED, ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO COMMENCEMENT OF WORK, B. LONGITUDINAL STANDING SEAMS MAY BE USED. 4& HANDLE CONDENSING UNITS AND COMPONENTS CAREFULLY TO PREVENT DAMAGE. 11, THE HVAC SUBCONTRACTOR SHALL BE A REPUTABLE FIRM REGULARLY ENGAGED IN C. CORNER CLOSURES ARE NOT REQUIRED. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS FOR RIGGING, REPLACE DAMAGED CONDENSING UNITS OR COMPONENTS, THIS TYPE OF WORK, EMPLOYING SKILLED WORKMEN, AND WITH PROPER EQUIPMENT, D. HANGERS SHALL BE BAND IRON, , 47 GENERAL INSTALL CONDENSING UNITS IN ACCORDANCE WITH MANUFACTURER'S E. ELBOWS SHALL BE AS DRAWN, INSTALLATION INSTRUCTIONS, INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED 12, ALL EQUIPMENT SHALL BE NEW AND UNUSED, UNLESS NOTED OTHERWISE, ON, ALL IN LOCATIONS INDICATED, AND MAINTAIN MANUFACTURER'S RECOMMENDED EQUIPMENT SHALL BE INSTALLED IN STRICT CONFORMANCE TO i9AN`.�FACTURER'S F. WHERE INDICATED VANED ELBOWS SHALL BE DOUBLE VANED, CLEARANCES, RECOMMENDATIONS, EXCEPT WHERE THESE SPECIFICATIONS REL'UIRE A HIGHER QUALITY INSTALLATION THAN RECOMMENDED BY MANUFACTURER, G, CONNECTIONS SHALL BE EITHER 90 DEGREE STRAIGHT WI H TITUS MODEL AG-45 48. CHARGE SYSTEMS WITH REFRIGERANT AND OIL_, AND TEST FOR LEAKS. REPAIR LEAKS CONTROL GRID OR RADIUS TAP -IN, AND REPLACE LOST REFRIGERANT AND ❑IL, 13, ALL INSTALLED SYSTEMS, DEVICES AND RELATED ITEMS SHALL BE TESTED IN PLACE ON SITE, REPLACE ANY AND ALL DEFECTIVE DEVICES, I TEfvi_�. ���R �'YSTEMS AT H. INSPECTION PLATES AND TEST HOLES ARE NOT REQUIRED, 49, COMPLY WITH "STANDARDS FOR FIELD MEASUREMENT " AND INSTRUMENTATIONS' I ONS CONTRACTOR'S OWN EXPENSE BEFORE COMPLETION OF THE PR❑.SECT, I. FRESH AIR INTAKE SHALL BE SQUARE OR RECTANGULAR STANDARD, FORM N0 81266 VOLUME ONE AS PUBLISHED BY THE ASSOCIATED AIR BALANCE COUNCIL, 14, CONTRACTOR SHALL REPLACE AT CONTRACTOR'S OWN EXPENSE AH'v; CONTRACTOR J. ACCESS DOORS SHALL BE INSULATED AND REMOVABLE, 50, UNITS SHALL HAVE A MANUFACTURER'S STANDARD ONE-YEAR WARRANTY AGAINST ALL SUPPLIED MATERIALS, EQUIPMENT, AND RELATED ITEMS THAT i=ialL OR ARE FOUND DEFECTS, TO BE DEFECTIVE WITHIN THE GUARANTEE PERIOD, K, APPLY SEALER ON ALL JOINTS; 51, ALL TESTING, INSTALLATION AND CERTIFIC,,"'+TI❑N SHALL CONFORM TO PUBLIX 15, CLEANING EQUIPMENT AND PREMISES. 38, ROUND AND FLAT OVAL DUCT, SPECIFICATIONS AND LOCAL GOVERNING CODS, THOROUGHLY CLEAN ALL PARTS OF THE APPARATUS AND EQUIPMENT, EXPOSED PARTS WHICH ARE TO BE PAINTED SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, A, ALL EXPOSED DUCTWORK SHALL BE SPIRAL LOCKSEAM CONSTRUCTION STANDARD 52, AIR FLOW SHALL BE BALANCED TO WITHIN 5% OF SPECIFIED QUANTITY, AND OTHER MATERIAL AND ALL OIL AND GREASE SPOTS SHALL BE REMOVED, REPAINT DUCT IS PROHIBITED, COMPLY SMACNA GAUGES FOR +10 W.G. LONGITUDINAL. SF"'�u' OR TOUCH UP AS REQUIRED TO MAKE LOOK LIKE NEW, SURFACES SHALL BE CAREFULLY FULLY WITH SMACNA RECOMMENDATIONS. WIPED AND ALL CRACKS AND CORNERS SCRAPED OUT, B. WHERE DUCTWORK IS EXPOSED TO VIEW, PROVIDE G90 GALVANIZED METAL 16, EMPLOY AN EXPERIENCED SUPERINTENDENT TO OVERSEE ALL OPERATION, SUITABLE FOR PAINTING, 17, WORK SHALL NOT PROCEED WITHOUT ADEQUATE SUPERVISION PRESENT AT ALL C. FIELD JOINTS IN EXPOSED DUCTWORK: LINDAB INC, SPIROSAFE DUCT SYSTEM, OR DUCTMATE INDUSTRIES SPIRALMATE ROUND DUCT CONNECTOR AND "❑VALMATE TIMES. FLAT OVAL DUCT CONNECTOR" OR APPROVED EQUALS, 18, REGULATIDNS1 COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWING CODES (LATEST VERSION ADOPTED BY GOVERNING AGENCIES). D. SUBSTITUTION OF SIZES BY CROSS SECTION AREA OR EQUIVALENT ROUND -FEN FORMULA MUST HAVE WRIT PRIOR APPROVAL, A, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) B. LOCAL BUILDING CODE E. DUCTWORK ASSEMBLIES SHALL BE THE TYPE TESTED TO 10" WG (MIN,) BY UL 181, C. ASME CODE FOR UN -FIRED PRESSURE VESSELS F, DUCT HANGERS - 8" 0" C/C MAX DISTANCE, D. SAFETY CODE FOR MECHANICAL REFRIGERATION E. NATIONAL ELECTRIC CODE/STATE MECHANICAL C❑CE 39. FLEXIBLE DUCT+ F, OSHA -FOR CONSTRUCTION, OTHER APPLICABLE LAWS AND REGULATIONS 19, NOTIFY GENERAL CONTRACTOR OR ANY OTHERS, OF ALL CHASES, SLEEVES AND FACTORY INSULATED ON ALUMINUM LINER, UL LISTED CLASS 1 AIR DUCT, STD, 181 AND NFPA BULLETIN 90A, WITH F/S KRAFT METALIZED MYLAR VAPOR BARRIER OPENINGS REQUIRED S❑ THAT THE WORK CAN BE ACCOMPLISHED WITHOUT DELAY, JACKET, PROVIDE NECESSARY SLEEVES, ETC,, TO BE INSTALLED, OTHERWISE, HVAC SUB -CONTRACTOR SHALL PAY FOR APPROPRIATE TRADES TO PERFORM CUTTING AND PATCHING, ENTIRE ASSEMBLY SHALL BE UL-181, CLASS 1 LISTED, AND MEET NFPA 90A, WITH FLAME SPREAD RATING LESS THAN 25, AND SMOKE DEVELOPED 50 OR LESS, 20, JOISTS, GIRDERS, BEAMS, COLUMNS OR REINFORCING STEEL SHALL NOT BE CUT, MINIMUM WORKING PRESSURE 6' W,G, 21, WHERE CONSTRUCTION NECESSITATES THE ROUTING OF DUCTS OR PIPING MAXIMUM LENGTH-10 FEET, THROUGH STRUCTURAL MEMBERS, OR FRAMING, PERMISSION TO MAKE SUCH INSTALLATION SHALL FIRST BE OBTAINED FROM THE PUBLIX FIELD REPRESENTATIVE, SUPPORTS SHALL BE SPACED MAXIMUM 3 FEET, SUPPORT BAND MIN, 2 IN, WIDE: USE 22, ALL AIR DISTRIBUTION SHALL BE SUPPLIED BY MANUFACTURERS WHOSE TESTING WIREMOLD DUCT COLLARS AND GALVANIZED STRAP CLAMPS OR EQUAL AS APPROVED BY ARCHITECT, PROCEDURES ARE IN ACCORDANCE WITH ASHRAE STANDARFURNSIH AND 70- 1991, 23, FURNISH AND INSTALL, UNLESS OTHERWISE NOTED, ALL GRILLES, REGISTERS, AND SPIN IN FITTINGS SHALL BE METAL MASTERS MODEL MS1-6G OR EQUAL AS APPROVED BY ARCHITECT, OUTLETS AT THE L❑CATI❑N AND OF THE TYPE AND SIZE SHOWN ON THE DRAWINGS, INSTALL FOAM RUBBER GASKETS BEHIND FLANGES OF ALL GRILLES AND REGISTERS TO 40, DUCT LEAKAGE LOSS; PREVENT LEAKAGE AND STREAKING, ADJUST AIR VOLUMES AND SET DEFLECTIONS IN ACCORDANCE WITH DRAWINGS, EACH SYSTEM SHALL MEET SMACNA AND ASHRAE LEAKAGE CLASS 3, THIS LEAKAGE 24, ALL GRILLES SHALL BE SUITABLE FOR SMOOTH SURFACE MOUNTING, WILL BE DETERMINED BY THE TEST AND BALANCE CONSULTANT. 25, COORDINATE INSTALLATION OF DOOR GRILLES WITH DOOR INSTALLATION, LOSS EXCEEDING LEAKAGE CLASS 3 REQUIREMENTS SHALL BE CORRECTED BY THE HVAC CONTRACTOR PRIOR TO ACCEPTANCE BY PUBLIX, 26, WHERE INDICATED, PROVIDE OPPOSED BLADE DAMPERS, 27, ALL SUPPLY OUTLETS SHALL BE ALUMINUM (❑R ALUMINIZED STEEL WHERE REQUIRED WHEN PART OF RATED ROOF -CEILING ASSEMBLY) AND PRODUCTS OF A SINGLE MANUFACTURER, RETURN AIR GRILLES, OUTLETS, REGISTERS AND DOOR GRILLES SHALL BE OF ETCHED ALUMINUM WITH ACRYLIC FINISH AND AS INDICATED, a 0 g "' m V) V .5, L° +, 0 U o - z � g� 0- a C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 'C] 'El 'EJ'0IUD 10 o) rn r- o u7 rn r- LO n NO �roL N 00 UL 4-1 C� z tS v Of o N U J N - a (n °'gym T < 3 U ° Q> L- L W ~ U (n JO W V) DATE 4- 21- 2003 REVISIONS SCALE 3/16"=1'-0" JOB NO. 02100ALEN DRAWN JMH/JLH/CC/EZ/GD REVIEWED DH wCQ I E- u a c cd4, u o rQ E ' a Contents; 0 Mechanical Notes & Details 0 0 0 0 0 0 SHEET 4 OF 26 CONSTRUCTION NOTES: 1. 120/Z08, 60 HZ, SECONDARY'TRAI'lSFOF�IMER BY UTILITY 2. NEMA 3R W W TROUGH 3. 2 PARALLEL RUNS OF 4 - 380 MCM, 3 Q 4. 800A METER SOCKET & NEMA 31% 400 AMP DISCONI NECT FUSED AT 400 AMPS. VERIFY A.I.C. RATING OF FUSS WITH POWER COMPANY ENGINEER. d. NEMA 1, 40OA-SP, CIRCUIT BREAKER PANE. (1201M 3 PH. 00 H2) 42 CIRCUIT PANEL. COORDINATE A.I.C. RATING WITH POWER COMPANY ENGINEERS. 7. NEMA 3R, 300A DISCONNECT FUSED AT 225A. VERIFY AIC RATING OF FUSES WITH POWER COMPANY ENGINEER 8. NEMA 1.2NAr-8P CIRCUIT BREAKER PANEL 12Q/. % 3 PH, 00 HZ) 42 CIRCUIT PANEL. COORDINATE AIC RATING WITH POWER COMPANY ENGIYEERS. 3- 3 - 4/0. 1 - 04 E.Q. 2-1/2" C. 10. 3 - 360 MCM,1- 04 E.G.. 3-1/2" a 11. W-W LONG COPPER GROUND ROD 12. WATER PIPE I& BUILDING STEEL 14. NO.4 COPPER ELECTRODE GROUNDING CONDUCTOR. O r; I F- I E- c 1 r,j t)jf F r• • -:• • :• - • -.- a -::�_■ - •. «• • _ � t Gf';0l iNDINc 1. THE INTERIOR ELECTRICAL SYSTEM 04AU BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY NATIONAL ELECTRICAL, CODE. ALL METALLIC RAXWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXM CABINETS. FITTINGS AND EQUIPMENT. OUTLET BOX[EZ- ► / DEVOCE�: 2. ALL OUTLET BOXES SHALL BE RIGIDLY L40UNTM AND SHALL BE EgUiP'PED WITH SUITABLE SCREW FASTENED COVERS. OPEN CO DEVICE UTS OR HOLES IN BLUES SHALL BE PLUGGED WITH SUITABLE ELANKM3. OIX LET BODES LOCATED ABOVE CEIIJNIG SHALL. BE LEOEL.Y IDENTIFIED WITH BRANCH CIRCUIT NUMBER OF CIRCUIT T TERMINATED WITHIN BY MEANS OF BLACK PEFi MANENIT UGHTO[ G MXTURE e 1•71-0 OOWMCTM SHALL FURNISH MO *11STALL OOMPMM IN ALL RESPECTS ALL LKIiTING FIXTURES LISTED IN THE RXTUIRE SCHEDULE OR SHOWN ON THE PLANS. 2. THE CONITRAit.'TOR 0IAM % MIT CATALOG CUTS OF ALL THE FIXTURES TO TM 3, BALLASTS FOR FLOURESCENT LAMPS SHALL BE ELECTRONIC MANUFACTURED BY ORSAM W&VANIA• OR EQUAL. ALL BALLASTS FOR F10URESCENT FDOTURES SHALL BE INDMDUALLY FUSED, FUSES SHALL BE INSTALLED ON THE LINE SIDE OF THE BALLAST. 4. FLOURESCENT LAMPS SMALL BE RAPID ST'ART, TW32 WATT, 35001C ALL LAMPS SHALL BE AS MANUFACTURED BY GE OR EQUAL. a. ALL FDCTURES SHALL Be PROPERLY AND CAREFULLY SIJPF'OR I ED AND ALJONED, AND THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY STEEL SHAPE$, ETC., FOR SUPPORT OF FDCTURES AS REOUIFED AND DETAILED ON THE DRAWINGS. PROVIDE JUNCTION BM STEM MOUNTED FROM OEM TO SUPPORT ALL CENJNG MOUNTED EXIT LIOFG'T$, 6. LIGHTING FD(TURES SHALL BE CLEAN AND LAMPED WITH NEW LAMPS AT THE TIME OF FINAL. INSPECTION. 7. COORDINATE ALL LOQATIONiS OF L Z a 1 SIG FDI;TURES WITH ARCHITECTURAL. DRAY . PAANEL I JPANELB O MIN POWER MSER DOAG IO 6 FT. N.T.S. �� TYPE . 1 .• : /.. - c 1 1 • SURFACE • • 1E 0 0�� • 1 1 t.'t C ' ��® ®�� • • - Lis jt &0 KVA X I.." DEMAND FACTOR 3A DEWND LADAD PANEL CALCULATION RECEPTACLES 0.0 KVA X 0.80 DEMAND FACTOR 0.0 I)IEMANDLOAD TIMES 1000 HVAC 10.0 KVAX 1.00 DEMAND FACTOR 10.0 DEMAND DIVIDED BY 200 AMPS LOAD DIVIDED BY 1.732 EQUIPMENT /,/ DEMAND FACTOR DEMA114*0 LOAD LARGEST MOTOR 2.2 KVA X 1 .00 DEMAND FACTOR 2-2 DEIVA,%k0 LOAD PANEL CIRCUIT BREAKER TYPE .; 'AIC RATING:42,000 A SURFACE MOUNTEDNEMA I • 1s1 1 ! - �- -. ;gig +.,, .'; �.) - ♦a` ,��,. _ �.._i•.::. man NQ _ 1000 LaHTmQ 0.0 KVA X 125 DEMAND FACTOR 0-0 DEMANDLOAD PANEL CALCULATION DIVIDEDBY200 AMPS • 0.0 11 DEMAND FACTOR 0.0 DEMAND LOAD DIVIDED By 1.7= M&99 EQUIPMENT KVA1 1 DEMAND FACTOR 87.8 DEMAND LOAD - - Via• 0.0 KVA X 1.00 DEMAND FACTOR 0.0 DEMANDLOAD LARGEST MOTOR 2.2 KVA X 140 DEMAND FACTOR 2.2 OEMANDLOAD D.1 ,.9 c ;f ND ELECTRCAL SYMBOL LEGEND lQdc 11'•~'- I• • c Aa -it: FLU41H IN WALL . TOP -. ei:rel-fy Ll A tell•- �`•_ • ice- • �• • •- RACEWAY CONCEALED UNDER FLOOR OR BELOW GRADEHOMERUN TO PANEL, LETTERS INDICATE pAN!M,, NUMBERS INDICATE CIRCUIT. NOTE: ANY CIRCUITwm4OUT FURTHEIR DE 31014ATIOINI, INDICATES A TWO WIRE C31ROUIT. A GREATER NUMBER OF WIRES 18 INDICATED AS SHOWN: --kW- (3 WIRES & EQUIPMENT GROUND�A*- (4 W1RE8 & ECIUIPMENTGROUNDN c •� • _ t-• • �-- - - - - r - « • r • r • «� �- • _• _ • • r • - • . OOMPUTERIVIDE0 CABLE •.• • �• OFLOOR MOUNTED RECEPTACLE 20 - COMPUTER CABLE RECEPTACLE BREAKM SLOE MINIMUM SIZE I CONDUCTOR MINIMUM SIZE CONDUIT 18 012 1/r 20 012 Itr 30 010 W44 40 #81 • 60 #81" ®0 #6 1" 70 04 30 04 90 03 100 125 01 IGO 1/0 1-1/2" 171x 2' 2W 31*0 r 20 41b 2.1/r 2W =0 MCM 2.1/2r' 2M 300 MCM 2-1/2" 300 330 MCM r 400 3/0 IN EACH OF (2) 2" am no MOM IN EACH OF CO0 3W MOM IN EACH OF M 3" 700 = MCM IN EACH OF M 3-1/r A00 300 MCM IN EACH OF (3) 2-1/r 1000 400 MOM IN EACH OF (3) 3" 1200 350 MCM IN EACH OF (4) r 3000 am MCM IN EACH OF (a) 3-1/211 4000 aw MCM IN EACH OF (11) 3-11r i() r) O 00 c0 n 00 Cy) L0 c0 NcbNN �, UL U i v o J �0r)_ c O cC J (� J Lt ~ DATE 07-31-2002 REVISIONS 1 00-11-20Q SCALE JOB NO. DRAWN REVIEWED po LO 00 T ~ co Contents; O INS ° ELECTRICAL o SCHEDULES & GENERAL 0 NOTES IN c SHEET E-1 or 17 , L5 PANEL T POWER PLAN 1/81#= it -oft LIGHTING PLAN 1 /8 = 1 - 0 01 ------ La AYERS ENGINEERING GROUP 207—A E. ROBERTSON BRANDON, FLORIDA 33511 (813) 653-4250 '0 u u 10 'El 1E7 NOr7U-)rn m N Op 00 O) cD � o0 0 E J C vv Q a, E m m v I I m v 0 v v 0 -1 v)Emm ':3 O U�J OW330 DATE, REVISIONS SCALE JOB N0. 021 DRAWN BA REVIEWED MA 0 GZ, I 0 QU 0-4 x Contents; 0 R o P LAN 0 0 0 0 0 himd SHEET E=4 f1P GENERALPLUMBING c - • r �r «ram:•: • -. �:. •: �': c �r • • r c• c -•r • 1 • �+ r rr� r• 16. . - ► ram_ �. �r -. -� �. c �r r07i I];; -i • -c c rr• -.r r rf r • Oil; - v • _� _LF, r « . r r . --.• • • • r c ►• •- r ►r �.c'*72 r C • : r • • r • = r s ter•: c '11 Lim • _-:4111 oil - r � - • ' -- r r,,- s•f r r• -• - c r c - r _-101 t zI.; r- c• • r•r� ED SANITARY .RISER DIAGRAM PLUMBING FD(TURE SCHEDULE SYM FIXTURE DESCRIP I P-1 WATER CLOSET AME um STAN9i m NNwm m zm&i a Vnm" cmA, FLOOR MOUNTED, (iFW90CAPPED) ELO mm e0wt., BNPHON JET. FRONDS SUPPORT OLSONTE tooc wHrm OPEN FRONT BEAT LESS COVER W TH STAM M STEEL CHECK HIN10 . P 2 LAVATORY ANIE1 CAN STANDARD MODEL NOQ 01NUI M6 WITH ARMALIS FAUCET NO. pjANDjcAppEp) M.172H, GRID DRAIN AND 1T GA. C.B. P-TRAP SUPKAES AND STOPS 1'U�OWAai'I i�E'I'AL NIIAgTER HQAr10F WITH a00�CIC FAUCEI "P"-TRAt��I1rD T`�. PIF,�E. P-3 SINK P,4 MOPSINK ELKAY EFS 2 C WITH LK401 WALL. MOIINT FAUCET. EWN ELEOTRIC WATER L0014WAR 88A 0604" MW WATT UPPER AND LOWER HEATING EIMAERM HEATER NON-B1MU TANEOU13 OPERATION, 208H OMOHL FD PIAM DRAIN WADE 8ERDEB 1100 BaITCO OUTLET WITH CAST IRUIr1 BODY, CLAMPM Or DIAMETER NCIEL BF40NZE STRANER WITH VANDAL FYWOF SCRE11 & Y RFE CONN .CTa®ru"I'm" SCHEDUlY E FIXTURE WASTE VENNT COLD HOT WATER CLOW r r aw LAVATORY r r 112' ELSCT'RIC WATER HEATER - th,- HANDWASH SINK r r 1rr 1/2' MOPSINK r r ur 1/r [RIMORAIN $• r -71 - lAr CLFRI A � 'Z-111 r 113 BE LOCATED *44 GAWTTM AREA Lei L. ►ram: ; ►• • • ►• Lot^. r FLOORLINEw CONCRETE - • -.• - SMOOTHANDEM WAM LINE LeamTOWT BALAPM OF c WASTE LINE CLI!ANOUT INNWIFCLEANOUT' TO Qv" 0CMIRSATENDOFLINE r•• f c - PLUMBING LEGEND 8ANITARY WASTE RPM �--------� VENT'PI" DOMESTICCOLDWA7MPIPINOW DOIr,E8M HOOT WATT PIPMiQ P" _ — - --� PIPING DOWN Im RAOMINO FDRURE W. 8EE PLUMBMNO RXTLIRE SCHEDULE WALL CLEAN OUT (WW) 2-WAY CLEAN OUT (CO) GRAM 4 EAN , (QC0) GATE VALVE - - — - -� -- — - --z QI,ATE VALVE IN CAST IRON BOO( ® . PUJMY�IK3 FIAOR DRAM 110— WATER FLOW INDICATOR • WATER PIPINtQ POINT I SANTARY RISERDIAGRAM 24VAY OR WALL. CLEANwNOUT' SANTARY�RfBER DIA(P M SINK SANITARY Ni'"NSER DIAOIRAM TOOLET SANITARY, 8M OL40RAM FLOOR DRAIN SANITARY RN8ER OL 0RAM VENT THRU FIOOP NOTE: THme ARE >IITMMw AND MAY NOT ALWAYS APPEAR CR THE W EN THE APPEAR THE ITW SN L1. I RMI( D. F ii FLOOR. WtFEA TO ARCH. SUM /y_ y WALL E�P�P40,ppN��..E�,�,E WALL REND _\ TAILPIECE—, rn VAODUIdI REL&F VALVE y s--- --- aw-----------.._._ I UN TM.) 5----120'• — - —. H.W.— - — - P&T RELIEF VALVE FULL BTU ASM RATTY DISCHAR09LINE NOTE,. Wn, °TER I�IEAIigt TO DOWN TO FLOOR DRAIN. HAVE AN ENERGY (AIT OFF DEVICE 86T AT `we F. COPPER DRAIN 3W COPPER DRAINS 7 PLUMBING INfffAL.LM TO BI *X UP WAM HEATR. M'%W VALVE TO BE OVER DRAM : PAN GA. X 1-'I r DEEP GiALV. ORAIN PAN PFvdIlDE ASAFE PAN DWCH RGE DRAMs LINE TO IlDfWr WASTE RECEPTOR OR FLOOR DRAIN. ELECTRIC WNATER n"EATEI' DETA L* NOT TO 8CAw AYERS ENGINEERING GRoup 207-A E. ROBERTSON BRANDON, FLORIDA 33511 (813) 653-4250 o a � d 00 N W _0_ U 0 LA Q C COPYRIGHT, 2003 DR ASSOCIATES AND ASSIGNS OTHERS, NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THI SHEET, © E7'p'O'I✓1 fl N 00 00 Q7 tp d' n; N �-- •-- N a0 0 >' O n �}" C A a.. (u E O 4 v, E Mi m >, 1 1 m 0 lJ �•' d d < E m m p DATE 03-13-2003 REVISIONS SCALE JOB NO, 02100ALEN DRAWN BA REVIEWED MA • I • Contents: o PLUMBING o NOTES & SCHEDULES 0 0 0 0 SHEET OF good p�yy��g ��,,��yyc;tl��`���fi���.y/y��fpp.'+��F".+� ��Fyy�d'[�A/�� �tIy�' ��/�yWl M tJf'HER 3. N041NAUTJ1OMW6 rMr.. a t LU 2 LL. LLJ Lu C^ 0 op