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HomeMy WebLinkAbout38108, 38112 15 AveGENERAL NOTES: IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE 6TH EDITION OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM T L HANSON & ASSOCIATES INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. ENGINEERING, COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. INITIAL SOIL POISONING TREATMENT SHALL'3E DONE AFTER ALL EXCAVATION, BACKFILLING & COMPACTION ARE COMPLETE THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - FLOOR: LIVE LOAD - 50 P.S.F. BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE DEAD LOAD - 10 P.S.F. WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE ROOF: INITIAL TREATMENT. LIVE LOAD - 20 P.S.F. DEAD LOAD - 10 P.S.F. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL WIND: DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA SHALL BE REQUIRED BUILDING CODE 6TH ADDITION SECTION 1609 ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT COMPONENT & CLADDING WIND LOADS W IND DESIGN ASSUMPTIONS. BUILDING EXPOSURE - B BUILDING RISK CATEGORY- II MEAN ROOF HEIGHT 30' OR LESS HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +/- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS 1 N/A +32.3/-35.3 2 -65.7 +32.3/-56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-382 5 N/A +35.3/-47.2 EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS SOIL BEARING & COMPACTION: SAFETY GLAZING: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM). THE CONTRACTORIPROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: FOUNDATION LOADING. (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. T L HANSON & ASSOCIATES INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL NOR PERFORMING ANY SOIL TESTING. ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. SOIL TERMITE TREATMENT: (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR FINISHED FLOOR OR WALKING SURFACE. USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE CONDITIONS: SHALL STATE A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER. THAN 9 SQ. FT. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE T F i FLOOR. TERMITES. THE TREATMIFNT ILES V LAY7S OF THE FLORIDA C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. BUILDING DATA: USE AND OCCUPANCY: MIXED BUSINESS GROUP B 4117 SQ. FT. ASSEMBLEY A-2 FUTURE 2169 SQ. FT. TOTAL AREA 6286 SQ. FT. NO ADDITIONAL AREA ADDED TO BUILDING INTERIOR RENOVATIONS ONLY TYPE CONSTRUCTION: VB FIRE PROTECTION: NON SPRINKLED PLUMBING PER 2017 FLORIDA BUILDING CODE PLUMBING 6i-H EDITION CHAPTER 4, TABLE 403.1. EN111111111ft Ak IL w 1k i �- D E S I G N S I N C BUILDING DESIGNS 13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 OFFICE 352-523-2077 FAX 352-567-2070 RENOVATIONS FOR NEW LOCATION MEALS ON WHEELS PASCO COUNTRY 38120 15TH AVE ZEPHYRHILLS, FLORIDA SITE LOCATION MAP ,JOB SITE 6TH EDITION FLORIDA FIRE PREVENTION 6TH EDITION 2017 FI__ORIDA BUILDING CODE 6TH EDITION 2017 FLORIDA A�*1GEf�SIBILITY CODE 6TH EDITION 2017 FLORIDA ENE �''�Y CONSERVATION CODE 6TH EDITION 2017 FLORIDA �CAL CODE 6TH EDITION 2017 FLORIDAPL ... MBING CODE 2017 NFPA 10 (STANDARD F::P�RTHaLE FIRE EXTINGUISHERS) 2014 NATIONAL ELECTRICAL CODOE (NFPA 70) CONTRACTOR TO PROVIDE TACTICAL SIGNS AS PER !'`NFPA 1:14.14.1.3 CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYP ''- OF ROOF CONSTRUCTION PER FAC 69A-3/012 (6) BUILDING HAS WOOD ROOF SYSTEM LIGHT FRAME CONSTRUCTION SIGN REQUIRED CONTRACTOR TO PROVIDE UL 1037 APPROVED ACCESS BOX PER NFPA 1:18.2.2.1 RESTROOM FLOORS TO BE A NON ABSORBENT MATERIAL RESTROOM WALLS TO BE A NON ABSORBENT MATERIAL MINIMUM 60" ABOVE FINISH FLOOR INTERIOR FINISHES TABLE 803.11 INTERIOR WALL AND CEILfNG FINISH REQUIREMENTS BY OCCUPANCY" SPRINKLERED' NONSPRINKLERED GROUP Interior exit stairways and ramps and exit passageways' ° Corridors and anclosure for exit access stairways and ram s Rooms and I Interior exit stairways and enclosed romps and exit j spaces` passageways' i Corridors and I enclosure. for exit access stairways and ramps Rooms and enclosed spaces` B I B C A° - B` A-, , -4, A-�) 1-- B,;,M,R-I B C ! C A B C F C C I C B C C H B B C. I --- A A B I-1 B C C I —A B B I B B j f; ' A A B T 3 A Al C A A B f-4 B B 8,,.. — A A B R2 ( C C ! C B B C R 3 C C C ; C C C s c c I C j B B C L' ( No restrictions No restrictions For SI I Inch _ 25.4 room 1 square foot = 0.0929m a. Clan C interior ,nt. materials shall be permitted for wainscotting or paneling of not more th .000 square feet of applied surface area in the grade lobby i m us 4.l o use 3 where applic , drtcc w a noncombustible bus or over front strips applied to a non..o b t t o<,. , and fireblocked as required by Section 50...1 �.1.. b. In other than Group 1,-3 occupancies in buildings less than three stories above grade plate, CI. ss B interior finish for nonsprinIJered buildtn, s and Class C interior finish tor sprinklered buildinasshallbe permitted in interior exit s€airways and rau;ps. c. Requirements for rooms and enclosed spaces shalt be based upon spaces enclosed bpact- _ 5 Yihcre a fire -resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do no.. amply with this shall be considered enclosing spaces and the rooms or spaces on. both sides shall be considered one. In determining the apprica6le aequire�. Asits for rooms and cnclased spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building er In Znlre. d, Lobby area, in Croup A-1, A-2 and A-3occupancies shall not be less than Class B rnate>-_as. e, Class C interior finish materials shall be permitted in place> of assembly with an occupanE ioa:, r. '00 pe*sons or less. f: For places of religious worship, wood used for ornamental purposes, trusses. paneling ar chaner:l furnishing shall be permitted. Class B mate - h. Class C inter L class C inter j. Class B mat, tc finished floor in corridors and exit access stairways and ramps. k. Finish muter L. Applies whe or RYMAN CONSTRUCTION INC 36413 STR RD 54 ZEPHYRHILLS, FL 33541 OFFICE 813-782-0825 z 1► ;„�� �- PLAN INDEX: SI-IEET B 1 : EXISTING BUILDING FLOOR PLAN SKEET B 2: DEMOLITION BUILDING FLOOR PLAN SHEET B 3: PROPOSED BUILDING FLOOR PLAN DOOR SCHEDULE CUT DOOR OPENING DETAIL INTERIOR WOOD WALL DETAIL WOOD FIRE WALL DETAIL SHEET E1 EXISTING ELECTRICAL DRAWINGS SHEET E2 PROPOSED ELECTRICAL DRAWINGS SHEET M1 MECHANICAL DRAWINGS I"SET P1 PLUMBING DRAWINGS r is 0Of -le COIv' „Q� ,�5 �asr� V �.�•�eG•��t; PdS,4,'•• g0 ® ¢ s s f� h' 4 TE �{ _: ° -� .%* (352) 521-58�8Ali dC T. L, HANSON 4 ,4660CIATES, INC. CONSULTING ENGINEERS ENGINEERING BUSINESS NO. E8583O Post Office Box M25 Dade City, Florida 3352ro THOMAS L. HANSON, PE 35654 S s f r K GREASE TRAP 150 LEIS CAPACITY '- 75 GPM rthNTRer.Tr)P Tn \/FRIFV T141= UL Product i " BXUVU308 - FIRE -RESISTANCE RATINGS ANSI/UL 263 Design/System/Construc-ion/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system; devices, and materials. Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed bythe design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product: manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide: Information for each product category and each group of assemblies. The Guide information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified', BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States B U'V7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada 'See General, Information for Fire -resistance Ratings-- ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design Criteria and Allowable Variances Design No. U308 October 10, 2017 L NT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND S (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE . THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION GS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF OR DELAYTO THE CONSTRUCTION Searing • This design was evaluated using a load design inethod other than the �Limit States Design Method (e-g., Working Stress Design Method). For ytrir-.:. .. load restriction factorbe used — See Guide BXUV or respectively.Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL:or cUL Certification (such as Canada), Alternate Construction L Wood Studs— Nom 2 by 4 in. spaced 16,in. OC, effectively cross -braced. 2. Gypsurn Board* — 5/8 in: thick, with square or tapered edges, applied vertically or horizontally with vertical joints centered over studs. Horizontal joints need not be backed by framing. Base layer fastened to studs and plates with 1-7/8 in. long rad cement: coated nails or 1-7/& in. long Type 5 or W screws spaced in. CC; Face layer fastened to studs and plates over base layer with 2-3/8 in. long 6d cement coated nails or 2-1/4 in. long Type S or W screws spaced:8 in. OC Face layer joints offset min 12 in. from base layer joints: When used in widths other than 48'in., gypsum panels to be installed horizontally- O3C INC — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX S,HX ULX, USGX, WRC or WRX (Joint tape and compound,.Item, 3, optional for use with Type USGX). UNITED STATES GYPSUM CO Types AR,'C, FRX-G; IP-AR, IP-X1, iP-X2, IPC-AR, SCX, SHX; ULIX, ULX, WRC, WRX,'USGX (Joint tape and compound; Item 3, optional for use with Type USGX) PROPOSED FLOOR PLAN 1 /411 = 1' 0" USG BORAL DRYWALL SFZ:LLC —Types C, SCX, USGX (Joint tape and compound, Item 3, optional for use with Type USGX USG MEXICO S A DE C V —Types AR, C IP-AP., iP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC or WRX (Joint tape and compound, item 3, optional for use with Type USG)(. 2a. Gypsum Board" — As an Alternate to Item 2 —, 5/8 in. thick applied either horizontally or vertically. Base layer fastened to framing with 1-1/4 in: long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last scree 1 in. from edge of board. Face layer fastened to framing with 1-7/8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. Face layer joints offset min 12 in. from base layerjoints. When used in widths other than 48 in., gypsum board to be installed horizontally, AMERICAN GYPSUM CO —Types AGX-1; M-Glass, AG-C, LightRoc 3. Joints — Exposed joints of gypsum boards covered withjoint compound and paper tape. Joint compound and paper tape may be omitted when squareedge boards are used. As an alternate; nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. 4. Batts and Blankets — Min 3 im thick, mineral wool baits, friction fit between studs. THERMAFIBER INC— Type SAFB, SAFB FF ROCKWOOL -Type SAFEnSOUND 5. Cementitious Backer Units* —1/2 or 5/8 in. thick, installed vertically or horizontally with vertical joints centered over studs. Fastened to studs and plates with corrosion resistant 2-114 in. long c'aamf gyred, ribbed",+v3fer head screws with a minimum head diameter of .400 inch spaced 8 in. OC. Joints offset min 12 rom base layer joints - UNITED STATES GYPSUM CO —Type DCB 6. Joints —Joints of cementitious backer units covered with glass fiber mesh tape and latex modified portland cementmortar or"baseccat, or Type':I organic adhesive. 7. Vapor Retarder, Water Barrier or Weather Resistive Barrier— (Optional, not shown) —As required. Indicates such products shall bear the UL or cUL Certification uric for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Upd-led on 2017-10-10 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark shouId'be considered to be Certified and covered under UUs Follow -Up Service Always look for the Mark on the product. EXISTING BOTTOM CORD OF TRUSS ATTACHED WALL AS NEEDED SINGLE 2X4 #2 SPRUCI 2X4 #2 SPRUCE STUC 1/2" GYPSUM WALL B WITH #8X1 5/8" DRYV EACH SIDE OF WALL SINGLE 2X4 P.T. BC U VVI.JVU JHIVID HUH LCVCr% r'rtlVMU1 I-11VIJr-1 1 V Dr - BY OWNER 3'0" HOLLOW CORE LUAN DOOR WITH PAINT GRADE WOOD JAMB © ADA LEVER PASSAGE LOCK. FINISH TO BE CHOSEN BY OWNER VERIFY HEIGHT OF DOOR IN FIELD BASED ON AIR HANDLER SHELF AND RETURN AIR 3'0"X6'8" 90 MINUTE FIRE RATED DOOR AND FRAME ADA LEVER PASSAGE LOCK. DOOR CLOSURE. LOW BUMPER SILL. FINISH TO BE CHOSEN BY OWNER 6'0"X6'8" FLUSH HOLLOW METAL DOOR AND STEEL FRAME. ASTRICAL D ON ONE DOOR WITH EDGE BOLTS. ADA LEVER KEY LOCK OPPOSITE DOOR. LOW BUMPER SILL. 3 HINGES EACH DOOR FINISH TO BE CHOSEN BY OWNER INTERIOR FRAME WALL DETAIL NOT TO SCALE e� 31' GABLE END TRUSS ABOVE THIS WALL f7f I r CUT NOTCH IN WALL AT LOCATION AND INSERT A 1/4"X4"X6" STEEL ANGLE IN NOTCH. SECURE TO FACE OF WALL 4-1/2"X4" EXPANSION BOLTS 3" I f7f N\�kISTI OUR BON EAM WI\ ° ° d rJ o o b ° O a 4 ° 4 % D D D O ° O e d e 4 � •a •a u D v D ° • O ° 4 ° 4 'o IS D CUT AWAY BLOCK FOR DOOR14 Q ° s u D C, D e 4 e 4 ° O ° 4 ° 4 D D D u D D, D o 4 4 u D u e �• FILL CELL AT EACH SIDE OF OPENING 6' 4" CUT OPENING IN BLOCK WALL DETAIL NOT TO SCALE ��,��•�' r°A$* j HANSON OE. LI( ° B°' T I HERBY Ij' TH WERE PR14 • ARE IN CO FLORIDA BUIL FOR 139 MPH Will O w ID SPECIFICATIONS DIRECT SUPERVISION SECTION 1609 OF THE TION AND ASCE 7-10 RY II V�. h ADD DUCT TO THIS NEW RE TROOM FROM EXISTING HVAC SYST M L NT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND ES (INCLUDING REASONABLE ATTORNEY FEES( ARISING OUT OF OR RESULTING FROM THE T. THE DESIGNER MILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION GS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF OR DELAY TO THE CONSTRUCTION PROPOSED ELECTRICAL PLAN 1 /4" = 1' O" a a a rnL. HiF1 P LICi E AIO. 38654 +Q. AqX 1 8 ADEr•�C Y 33526 r I HERB`P� rWr14i' AND SPECIFICATIONS WERE P ; MY DIRECT SUPERVISION ARE IN CO TER 16, SECTION 1609 OF THE FLORIDA BUILDI 7 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II U N Ln Z cM Q r-I 0 O 1 LL ti z �� ■ U (V V' Z U coLo / _ LD w 1 co p 00LL ' W Z Qo 1 (� Q N iM m OD 04 Lt� 0 N C7 W =U W LL �O - N Co cM m lA Z om Z u� O z w'�-�o uo N N zz °�z Z tu a�= Z Lu a U oq zz 17 �� d zz �7 fu A 1 _ � CV CV I p InO 3 W Z Q m p p 0 0 Z Z 191-L0 0 M N Uor) 00 �_j I DpW00 �wCr` J M 0 U) W W co U Qc�Li- 2c`'w0 >- N z� O� �z Q� VOU O Q � 3:cUw0 Zn <" of O_ LLW10J J U) O W r v- - >- Q >O Z W [If z O U)N Q W :5; � W,A A U M N if ) zz M 0 Q rr �' f— O O cn C/) LL � z L9 z N C5 U M _ Wxx v] p p W CZ Q� cn o � q � D_ cV mN m co � O N M M W =U C6W . 11- nO N W M AH U 1 - OA 142 cfm with 4" ducted to exterior wall or to T^; soffit with screen and gravity NEW 5 TON CONDENSER UNIT damper, minimum of 10 ft from any FOR KITCHEN AREA ONLY ADD DUCT TO THIS NEW RESTROOM`.. O FROM EXISTING HVAC SYSTEM " ADD BATH EXHAUST FAN m 3'0"X6'8" 3'0"X6'8" 3'0"X6'8" 0"X6'8" 3'0"X6'8" 3'0"X6'8" W eD LA N N !n �I p o FIRE SUPPRESSION O X mW N/, I 1 000000 EQUIPMENT z z WN ZOEOEO Z �mp CD 0 �oz 90 90 PROPANE PROPANE STEAMER 4 BURNER 6BURNER 90 CC) � z OVEN OVEN L PROPANE PROPANE x CLOSET E F-1 xo 0 o x RANGE RANGE o 0 0 m N 70 cfm � M OFFICE 24 x 24 0 144" HOOD SYSTEM 24 x 24 M U z z ° SU�X6�$° 303 cfm 303 cfm WALK IN FREEZER O �� 04" vent thru ffit z 0 9 9 EO uW o Elx co 0 - X 2011 a s M RA thru wall 24 x 24 24 x 24 or half door 303 cfm 303 cfm O Ln 36 3`0^Xg'g" 9 m 3'0"X6'8" N 1817 cfm OFFICE 24 x 24 X 24 x 24 NEW AHU 5 TON AIR HANDLER 303 cfm 90 FOR KITCHEN AREA ONLY 303 cfm 991 X WALK IN COOLER o REFRIG REFRIG 911 iv 3'0"X6'8" OFFICE KITCHEN o 0 EXISTING HVAC SYSTEMS AND 3'o"x6'8" 3'O"x6'8" OPENING OPENING Q EXISTING AIR DISTRIBUTION SYSTEM ® o 0 0 z TO REMAIN. HVAC CONTRACTOR o I I I °— m II I I Ln WILL MOVE REGISTERS TO BREAK AREA I I I w ACCOMMODATE RENOVATED AREAS. 9 I I I X II I I o U) II I ih ifl Q I I I 14 EXISTING HVAC SYSTEMS AND = a- I I I I W WOOD WALL EXTENDS FROM SLAB I I I OFFICE EXISTING AIR DISTRIBUTION SYSTEM TO BOTTOM OF CEILING. WALL TO HAVE I I (3) EACH TEMP FIXED GLASS AS SHOWN TO REMAIN. HVAC CONTRACTOR i WILL MOVE REGISTERS TO FUTURE ASSEMBLEY AREA ACCOMMODATE RENOVATED AREAS. o co rl- o IL 3'o'X6'8" 11 X FOOD STAGING AREA o o I Of MECHANICAL CONTRACTOR TO VERIFY THAT HVAC SYSTEM IN THIS m °O ASSEMBLEY AREA DOES NOT HAVE PENETRATIONS IN FIRE WALL W z FROM ANY SYSTEMS FROM OTHER AREAS OF BUILDING EXISTING HVAC SYSTEMS AND EXISTING AIR DISTRIBUTION SYSTEM mp IR TO REMAIN. HVAC CONTRACTOR cn Q WILL MOVE REGISTERS TO RECEPTIONIST ----------------------------------- X0 ACCOMODATE RENOVATED AREAS. w C.) z FOOD STORAGE z O M N ao U�J� ��LL 00 �WU) J co =uJ OC 3'0"X6'8" 3'O"X6'8" � W U Qc�od� 2MWO } N ZZUJ 3'0"X6'8" ti0 J� �P HO ho O _ O O ho PROPOSED HVAC PLAN 1 /411 = 1' 0" z� O F-- �z QZ) v00 Q O —10 �cvi�W0 ZQIL 0_�- U- WLO -i wT- - � o= 03: Qzca- O LLJ O (n N Z Q W W a®eases• 0� s °� -a N° 38654 m • ®- M1 '�� €!@IsP�EB•® NO.38654 FL 33526 APPROXIMATE LOCATION OF SANITARY C.O. F TILT MIRROR ------------------ 6"MAX.------- TOE CLEARANCE I z_ z o N co � I I I 17" MAX LAV DEPTH 8" MIN KNEE CLEARANCE HANDICAP SINK DETAIL SINK 1. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP. 2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER OR 52" BY 72" FINISH INSIDE DIMENSIONS ADJACENT TO THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY OR SINK SANITARY LAYOUT PLAN 1 /411 = 1' 0" 54" MIN TOILET 18" MIN 18" MIN 24" MIN PAPER HOLDER 42"MIN 16" MIN LAV _Z , M CLEAR FLOOR : SPACE HANDICAP TOILET DETAIL _-_-------------- GRAB BARS 6 A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF NOT MORE THAN 1/2 INCH AND: 1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES 2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 LBS APPLIED AT ANY POINT. DOWNWARD OR HORIZONTALLY. 4. SHALL 3E CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH. SPECIAL NOTE: GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. 5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. OCEA a 0.38 54 r li.i F- 0 z O w It U ch N L0 ■ ~%� CM H-I � � O 1 N C/) LL ti z ■ _ N Zo 7 U' CW m C ) cn 0 X 1 En p pL¢L W Z U 1 Q 0_ cD � m N m co Ln N Lf) ch W =U LL. LL �O r - N Co M r t+l l� 111 d z XO M m N m U4 Lu o `0 0. N ju wz `E O z — 43 z zm o = lu 'a cD zz Q� t O cp Z z U uHJ O N 1 N in C? I 00 p ry j >� p w Q p O m O z Z O M 00 CV U��� ��LLCN w J _M U=w O � W U Qto0-lLi 2CY'w0 } N Z 0� Z �z Z) Q v00 00 Qo � 0 � W() U W 0 Z CL Q LL 0-1F--i LL LLI J W I Z CN 0 >- � < 0 U) N 0 Z Q W W Of5 ia d) THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 711 10. 38654 FL 33526