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HomeMy WebLinkAbout500 W Fulton St 05-1656 Addition to CPH BuildingF--_ 05--16.5(0 I i MOLDONO FER NO u SM o NOTAL ADD 110 N 0 1 XISF C Di I I ILDI I A000� IN B J 500 WEST FULTON STREET CITY OF SANFORD, Q SEMINOLE COUNTY, FLORIDA, 32771 - GENERAL CONTRACTOR RESPONSIBILITIES ARCHITECTURAL ABREVIATIONS ARCHITECTURAL MATERIAL SYMBOLS INDEX OF DRAWINGS PROJECT DATA UEPT DEPARTMENT VERT VERTICAL ABV ABOVE GA GAGE, GUAGE MTL METAL RH RIGHT HAND VG VERTICAL GRAIN rr" AFF ABOVE FINISHED FLOOR DTL DETAIL GALV GALVANIZED MIN MINIMUM R RISER VIF VERIFY IN FIELD OCCUPANCY AFG ABOVE FINISHED GRADE DIAL DIAGONAL GC GENERAL CONTRACTOR MISC MISCELANEOUS RFC ROOFING VEST VESTIBLE AP ACCESS PANEL DIAM DIAMETER CL GLASS, GLAZING MIR MIRROR RD ROOF DRAIN VP VENEER PLASTER OCCUPANCY(S)/GROUP CLASSIFICATION:,(CHAPTER 3, FBC.) GRP. B, (BUSINESS)• ACOUS ACOUSTICAL DIM DIMENSION GFRC GLASS FIBER REINFORCED MOD MODULAR RM ROOM V1N VINYL 1. THE 'WORK OF THESE PROJECT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR ACT ACOUSTICAL CEILING TILE OW DISH WASHER CONCRETE MR MOISTURE RESISTANT RO ROUGH OPENING VCT VINYL COMPOSITION TILE UPR DISPENSER MLOG MOLDING MOULDING YPSUM WALLBOARD AND PIASTER CONTINUOUSOWOOD BLOCKING USE: OFFICES WHOSE NAME APPEARS ON THE BUILDING PERMIT. THE GENERAL CONTRACTOR SHALL BE ADD ADDENDUM GMU CLASS MASONRY UNIT RB RUBBER VWC VINYL WALL COVERING (cwB) wow FRAMING DISP DISPOSAL MTD MOUNTED C.S. COVER SHEET CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER PROJECT ADH ADHESIVE GT CLASS TILE REQUIREMENTS INCLUDE CODES AND STANDARDS IN FORCE AT THE LOCATION AF THE ADJ ADJASCENT OR DOOR GB GRAB BAR MULL MULLION SND SANITARY NAPKIN DISPENSER WC WATER CLOSET ADJT ADJUSTABLE DO DOOR OPENING GRD GRADE (ING) SCHED SCHEDULE WH WATER HEATER Ct.t ARCHITECTURAL SITE PLAN PROJECT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING, PRIOR TO DBL DOUBLE NAT NATURAL SLNT SEALANT A1.0 1ST FLOOR LIFE SAFETY PLAN AGO AGGREGATE CRT GROUT WFi WATER RESISTANT cERAM I RESILIENT TIE P ROUGH PL O CONSTRUCTION, OF ANY ERRORS, OMISSIONS, CODE VIOLATIONS OR CONFLICTS WHICH DA DOUBLE ACTING NOM NOMINAL SECT SECTION GuTEGTURAL 2ND FLOOR LIFE SAFETY PLAN A/C AIR CONDITIONING GYP GYPSUMT NT ROOFING WORK Al.t 1ST FLOOR PLAN/ �� f) ARE DISCOVERED IN THE DRAWINGS, SPECIFICATIONS OR OTHER PROJECT REQUIREMENTS. AHHU AIR HANDLING UNIT DN DOWN GWB GYPSUM WALL BOARD NO NONCORROSIVE SHTH SHEATHING �cD 'MERE DRAWINGS AND SPECIFICATIONS ARE CONCEPTUAL IN NATURE, THE CONTRACTOR ALT ALTERNATE DWR DRAWER N NORTH SHT SHEET WWF WELDED WIRE FABRIC �� ' A1.2 2ND FLOOR PLAN r SHALL INTERPRET THEM IN A MANNER WHICH IS CONSISTENT WHICH CODE REQUIREMENTS, ALUM ALUMINUM DWG DRAWING HP HANDICAPPED NA NOT APPLICABLE SM SHEET METAL WWM WELDED WIRE MESH "-�--- .,i A1.3 ROOF PLAN STRUCTURALLY SOUND AND ENVIRONMENTAL WATERTIGHT. ANCH ANCHOR, ANCHORAGE DF DRINKING FOUNTAIN HR HANDRAIL NIC NOT IN CONTRACT SV SHEET VINYL W WEST, W1DIH, WIDE TER zo c 111 �R ROOF SPECIFICATIONS AND DETAILS 2. SHOP DRAWINGS AND OTHER SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT AFTER THE AB ANCHOR BOLT HBO HARD BOARD NTS NOT TO SCALE SH SHELF, SHELVING WIN WINDOW Wo (l (� n (ROUGH) coow�`kK RAL AIA 1ST FLOOR REFLECTED CEILING PLAN CONSTRUCTION TYPE t ANOD ANODIZED EA EACH HDW HARDWARE NO NUMBER SHR SHOWER WG WIRE GLASS I UCONTRACTOR HAS REVIEWED AND APPROVED (WITH APPROPRIATE ANNOTATIONS) SUCH APPROX APPROXIMATE E EAST HOWD HARDWOOD SIM SIMILAR WM WIREMESH 2ND FLOOR REFLECTED CEILING PLAN SUBMITTALS. ARCHITECT'S REVIEW OF SUBMITTALS IS FOR DESIGN CONCEPT ONLY, AND SHALL ARCH ARCHITECTURAL) ELEC ELECTRICAL) HD HEAD OC ON CENTER SKLT SKYLIGHT WN/ W1TTI CEIUNC CURTAINS A2.1 ELEVATIONS SPRINKLERED OR NON-SPRINKLERED: UNPROTECTED AND- •-SPRNKLERE NO BE CONSTRUED AS A TECHNICAL REVIEW FOR THE PURPOSE OF DETERMINING COMPLETENESS AD AREA DRAIN EWC ELECTRIC WL13 COOLER HTG HEATING OPNG OPENING SOG SLAB ON GRADE W/O WITH OUT FlNIS� A3.1 BUILDING SECTION OR ACCURACY OF SUBMITTALS, OR FOR DETERMINING REQUIRED QUANTITIES , DIMENSIONS OR AUTO AUTOMATIC EL ELEVATION HVAC HEATING/VENTILATING/ OPP OPPOSITE SD SOAP DISPENSER WD WOOD BOARD (OSB) ARCHITECIURAL A4.1 WALL SECTION NUMBER OF STORIES: TWO CONSTRUCTION TYPE : V METHODS OF INSTALLATION (ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR) . AVG AVERAGE ELEV ELEVATOR AIR CONDITIONING OPH OPPOSITE HAND STC SOUND TRANSMISSION GLASS 'APT WORK POINT rod WOODWORK A4.2 WALL SECTION j 3. CONTRACTOR SHALL COORDINATE CLOSELY WITH OWNERS REPRESENTATIVES AND PROVIDE THEM EMER EMERGENCY HT HEIGHT OZ OUNCE SOUTH STEEL nd a e laml Ato mota ul WITH A DETAILED CONSTRUCTION SCHEDULE. DSMNT BASEMENT ENC ENCLOSE SURE) HPT HIGH POINT OD OUTSIDE DIAMETER SC SOLID CORE WROUGHT IRON p,� j ALUMINU uucd �ar u,c�itectural wuudWork. A4.3 WALL SECTION 4. WHICH EACH PAYMENT REQUEST, THE GENERAL CONTRACTOR SHALL SUBMIT NOTARIZED PARTIAL ENG ENGINEER(ING) HC HOLLOW CORE OA OVERALL SPEC SPECIFICATION `V , ,� , %f A5.1 RTERIORM AND IF MULTIPLE OCCUPANCY TENANT SEPARATION: ENAM ENAMAL {��,/ ,� �� )EX)E %j�� INTERIOR ELEVATIONS AND DETAILS T' RELEASES OF LIEN FROM ALL SUPPLIERS AND SUB -SUPPLIERS OR LABOR OR MATERIALS, AND FROM BEG BEARING HM HOLLOW METAL OH OVER HEAD SA SPRAY ACOUSTIC QIRIIE�L LLLLLLlJ GLnzeu BIaGc BUILDING SEPARATION: (4) HOUR FOR BUSINESS AND FACTORY BEL BELOW EPT EPDXY PAINTED) HB NOSE BIBS SQ SQUARE A5.2 ENLARGED STAIRS it tn ANY OTHER PARTY WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S PROPERTY. LIEN BET BETWEEN EQ EQUAL HORIZ. HORIZONTAL PTD PAINTED) S/S STAINLESS STEEL (INDICAIE MATERIAL) BRICK STAIR DETAILS U WAIVERS SHALL DEMONSTRATE THAT ALL PRIOR PAYMENTS MADE TO THE GENERAL CONTRACTOR BIT BITUMINOUS EQUIP EQUIPMENT PR PAIR STT STAIR A5.2 ENLARGED BRIDGE STAIRS 1 HAVE BEEN PROPERLY DISPERSED, AND THAT CONTRACTOR HAS OBTAINED CURRENT RELEASES OF BLK BLKG EXH EXHAUST IN INCH PNL PANEL STD STANDARD I -I A6.1 ARCHITECTURAL DETAILS l \� EX EXISTING PBD PARTICLE BOARD STA STATION RMIMAv".2 ARCHITECTURAL DETAILS EXIT REQUIREMENTS OFFICE BUILDINGke- ' LEIN. FAILURE TO SUBMIT CURRENT RELEASES SHALL RESULT IN SUBSEQUENT PAYMEN FS TO THE BD BOARD INCL INCLUDED , (ING) ARTH OCK STRUCTURAL CLAY GLAZED STRUCTURAL A \ / EXP'D EXPOSED PTN PARTITION STL STEEL TILE UNIT MASONRY CLAY TILE UNIT MASONRY A7.1 hNDWS, DOORS AND RM FINISH SCH. GENERAL CONIRACfOR BEING WITHHELD UNTIL CURRENT WAIVERS ARE PROVIDED. FINAL DOT BOTTOM IC INSIDE C PAR %j RETAINAGE WILL NOT BE RELEASED AT COMPLETION OF PROJECT UNTIL NOTARIZED FINAL RELEASES BW BOTTOM OF, WALL EXP EXPANSION, EXPOSED ID INSIDE DIAMETER PVMNT PAVEMENT STO STORAGE LEGALLY FILE A LIEN AGAINST THE OWNER'S BKT BRACKET EJT EXPANSION JOINT INSUL INSULATE(D), (ION) PVRS PAVERS STRUC STRUCTURAL A8.1 ADA REQUIREMENTS 1 UO GR SS °SQ. FT/OCCUPANT ) OF LIEN ARE SUBMITTED FROM ALL PARTIES WHO COULD LE BRK BRICK EXT EXTERIOR INT INTERIOR PERF PERFORATE(D) SUSP SUSPENDED FP-1 FIRE PROTECTION AND UL DESIGN COARSE POROUS FILL FINE POROUS FILL so.1 STRUCTURAL GENERAL NOTE TOTAL ,OCCUPANTS 62 PEOPLE, :(MAX:) PROPERTY. BRZ BRONZE EIFS EXTERIOR INSULATION INV INVERT PLAS PLASTER SYS SYSTEM (GRAVEL) 5. THE GENERAL CONTRACTOR SHALL REQUIRE EVERY SUPPLIER , SUBCONTRACTOR, OR LABORER do FINISH SYSTEM P-LAM PLASTIC LAMINATE concRErE NIT GLAZED CONCRETE BLDG BUILDING WIND LOAD WORKING AT THE JOB SITE TO BE COVERED BY WORKER'S COMPENSATION INSURANCE. CONTRACTOR BUR BUILT-UP ROOFING EXTD EXTRUDED JAN JANITOR PL PLATE TKBD TACKBOARD � MASONRY UNIT MASONRY S1.1 FOUNDATION PLAN AND DETAILS PWD PLYWOOD TEL TELEPHONE �!LLLL._ld � MINIMUM NUMBER OF EXITS: 1 MAXIMUM TRAVEL'�DISTANGE '; 75 FT. `' r SHALL OBTAIN CERTIFICATES OF INSURANCE FROM ALL WORKERS, OR ELSE, SHALL NAME AND ENROLL JT JOINT l �l 52.0 LINTELS CAB CABINET FAB FABRIC J JOIST PNT POINT TEMP TEMPERED CONCRETE CAST-IN-P E PRECAST CONCRETE UaU I I I I S2.1 SECOND FLOOR FRAMING PLAN AND DETAILS MAXIMUM DEAD END CORRIDOR: 20 FT. MI. CORRIDOR AISLE WIDTH: 44 INCHES SUCH WORKERS ON HIS OWN WORKER'S COMPENSATION INSURANCE POLICY. PT PORCELAIN TILE TO TERRA GOTTA S3.1 CUH CABINET UNIT HEATER FWC FABRIC WALL COVERING / 6. CONTRACTOR SHALL MAINTAIN COMMERCIAL GENERAL LIABILITY INSURANCE WITH ONE MILLION- FOC FACE Of CONCRETE PSF POUNDS PER SQUARE FOOT TZ IERAllO TERRA-COTTA untr cLnss UNIT MASONRY ROOF FRAMING PLAN AND DETAILS _ DOLLARS PER OCCURRENCE LIMITS OF LIABILITY, COVERING PRODUCTS AND COMPLETED OPERATIONS, CPT CASTEIROND) FOF FACE OF FINISH KIT KITCHEN PSI POUNDS PER SQUARE INCH TEX TEXTURED MASONRY M-1 First floor HVAC Plan MINIMUM STAIR WIDTH: 44 INCHES EGRESS WIDTH PER PERSON SERVED 0.2 FT. OWNED AND NON -OWNED VEHICLES, ACTS OR NEGLIGENCE OF THE CONTRACTOR OR ANY PARTY CB CATCH BASIN FOM FACE OF MASONRY LAM LAMINATE PFB PREFABRICATE(0) THK THICKNESS) I ) S 1 M-2 Second floor HVAC plan DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR. POLICY SHALL NAME THE OWNER AND THE CLG CEILING FIN FINISHED) LAV LAVATORY PM PRESSED METAL TPD TOILET PAPER DISPENSER I:. 1.:\ •t �:( Q O :C� M-3 HVAC specifications and details r 5 ADDITIONAL INSURED AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE CEM CEMENT FF FINISHED FLOOR LCC LEAD COATED COPPER PROP PROPOSED T&C TOUNGE AND GROOVE CEMENTIn GROUT p EGRESS WIDTH PER PERSON SERVED = 36 MIN. PER EXIT ARCHITECT A FA FIRE ALRAM DECKS AND TOPPINGS GYPSUM UNIT MASONRY ADOBE UNIT MASONRY OWNER AND OTHER ADDITIONAL INSURED AGAINST ALL CLAIMS AND COSTS ARISING FROM THE ACTS CTR CENTER LI•1 LEFT HANDE T&B TOP AND BOTTOM OR OMISSIONS OF THE CONTRACTOR OR ANY OF HIS DIRECT AND INDIRECT EMPLOYEES. CT CERAMIC TILE FE FIRE EXTINGUISHER LT LIGHT QTY QUANTITY TO TOP OF CONCRETE _ E-1 First floor lighting plan 7. UNLESS THE OWNER PROVIDES OTHERWISE, THE GENERAL CONTRACTOR SHALL PURCHASE AND CHBD CHALK BOARD FEC FIRE EXTINGUISHER CABINET LS LIGHT SWITCH QT QUARRY TILE TF TOP OF FOOTING (<ll//LLLJ E-2 First fluor polder plan MAINTAIN BUILDER'S RISK INSURANCE, TO THE FULL INSURABLE VALUE OF THE PROJECT, COVERING CO CLEAN OUT FHC FIRE HOSE CABINET LWT LIGHT WEIGHT TJ TOP OF JOIST LIFE SAFETY SUMMARY BOLDING EXPANSION E-3 Second floor lighting plan FPRF FIREPROOF RAD RADIUS TSL TOP OF SLAB E-4 Second floor power plan ITEM REQUIRED PROVIDED REMARKS CLR CLEAR LTL LINTEL cur sroNE FIREBRICK PERILS OF FIRE, THEFT OR VANDALISM, FLOOD, AND STORM OR WINDSTORM. CLO CLOSET FR FIRE RATING LVR LOUVER RWL RAIN WATER LEADER TST TOP OF STEEL INSULATION E-5 Electrical specifications, panels and riser 8. COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTIONS WITH RESPECT TO DESIGN COL COLUMN FT FIRE TREATED REC RECESSED TW TOP OF WALL AND DIMENSIONAL STANDARDS FOR ACCESSIBLE PARKING SPACES, BUILDING ENTRY, TOILET ROOM COMP COMPRES,S(ED), (ION), (IBLE) FIXT FIXTURE MACH MACHINE REF REFERENCE TB TOWEL BAR P-1 First floor plumbing plor, EXITS 1 1 DIMENSIONS AND MOUNTING REQUIREMENTS FOR FIXTURES & ACCESSORIES. CONC CONCRETE FLG FLASHING MB MACHINE BOLT RFL REFLECT(ED), (IVE), (ING) T TREAD FLR FLOOR(ING) MH MAN HOLE REFR REFRIDGEERATOR TRANS TRANSPARENT P-2 Second floor plumbing plan 9. GENERAL MATERIAL PROTECTION REQUIREMENTS; CMU CONCRETE MASONRY UNIT FD FLOOR DRAIN REINF REINFORCE TYP TYPICAL EXIT DOOR WIDTH 36 36" RIGID INS LOOSE Fl DON CAST STONE ALL WOOD IN CONTACT WII11 EAKTII OR CONCRETE SHALL BE PRESSURE CONTT CUNSIRUC110N MFR MANUFACTURE (ER) P-3 Plumbing specifications and details TREAIED IN ACCORDANCE WITH A.W,P.B. STANDARDS. CONT. CONTINUOUS FLOUR FLOURESCENT MAS MASONRY REM REMOVE BOARD - - - CONTR CONTRACTOR) FTG FOOTING MO MASONRY OPENING REQ'D REQUIRED UC UNDERCUT EGRESS WIDTH 14" 52" ALL METALS SHALL BE ISOLATED FROM DISSIMILAR METAL BY INERT ISOLATION CJT CONTROL JOINT FDN FOUNDATION MTRL METERIAL(S) RES RESILIENT UL UNDERWRITERS LABORATORY MATERIAL AS REQUIRED TO PREVENT GALVANIC CORROSION. CG CORNER GUARD FRM FRAME MAX MAXIMUM RT RESILIENT TILE UR URINAL ALL METAL 16 GAUGE AND LIGHTER SHALL BE HUT -DIP GALVANIZED, ASTM 0-90. CORR CORRIDOR FS FULL SIZE MECH MECHANICAL RET RETURN EXTERIORNSULAIION FlBR R SAFINU GLASS PLASTIC COMMON PATH TRAVEL /�' 77' CTSK COUNTERSINK ( ) MC MEDICINE CABINET AND FINISH SYSTEM yyrrttq' ALL METAL HEAVIER THAN 16 GAUGE SHALL BE FACTORY PRIMER AND FIELD FURR FURRED ING RA RETURN AIR (EIFS) UuArchltectwaSGLiAP2000 O Stundpaa NY PAINTED CRS COURSE MED MEDIUM REV REVISION hh YY(rdd adco N r ALL ALUMINUM SHALL BE HAVE AN E.S.P. FINISH WITH NOT LESS THAN 70% KYNAR RESIN, CYO CUBIC YARD DEAD END CORRIDOR 20 N/A AND NOT LESS THAN 1.5 MIL DRY FILM THICKNESS. 10. GENERAL CONTRACTOR SHALL PROVIDE TO BUILDING DEPARTMENT ROOF COVERING MANUFACTURER INFORMATION SHOWING THAT THEY MEET FBC. 1504.3 (FM 4450. ARCHITECTURAL STANDARD SYMBOLS AREAS FM 4470, U.L. 580, OR U.L. 1897 OTHERWISE PROVIDE MIAMI DADE NOA 11. GENERAL CONTRACTOR SHALL PROVIDE TO BUILDING DEPARTMENT ROOF TILES MANUFACTURER INFORMATION SHOWING THAT THEY MEET FBC. 1606.3.3 GRAPHIC SYMBOLS 12. GENERAL CONTRACTOR SHALL PROVIDE TO BUILDING DEPARTMENT PRE-ENGINEERID TRUSS The following syrnbols are commonly used - INFORMAIION, by architecture firms. N0. I 10'-0" 8" NORTH ARROW SECTION INDICATOR HATCH MARK 13. GENERAL CONTRACTOR SHALL PROVIDE FO BUILDING DEPARTMENT WINDOWS AND OR DOORS ONE OF THE FOLLOWING: DWG NO WALL TYPE IDENTIFIER NORTH MANUFACTURER SUBMIT NOTE INDICATOR A. ORANGE COUNTY/BOAF MASTER FILE INSTALLATION DETAILS. O 10'-0" 8" B. MIAMI DADE NOA WITH INSTALLATION DETAILS C. FLORIDA BUILDING COMISSION APPROVED TEST REPORT AND SIGNED AND A-4 _ - ARROW SEALED INSTALLATION DETAILS.D. COPY OF OTHER APPROVED CERTIFICATION AGENCIES TEST REPORTS AND REVISION INDICATOR ELEVATION VIEW INDICATOR N0./D'NC N0. EQUIPMENT IDENTIFIER 10'-0" 8" DOT 13.2`i PROPOSED IN PLAN SIGNED AND SEALED INSTALLATION DETAILS. ND. 14. FOOD SERVICE EQUIPMENT DRAWINGS, INCLUDING SCHEDULES AND DETAILS, AS FURNISHED X THE GENERAL GROUP, LOUIS WOHL AND SONS ARE HEREBY INCORPORATED INTO THESE DRAWINGS. ROOM DIMENSION LINES QO. COLUMN LINE OR 101 ROOM IDENTIFIER Q CENTERLINES T/SLAB -�-i-" -- ��� .Q PROPOSED ELEVATION IN ELEVATION AND SECTION GRID INDICATOR CENTERLINE ---------- IL PROPERTY LINES OF FASTENER - HIDDEN EDGES/PROJECTIONS BELOW (INDICATE TYPE) DWG N O DOOR/OPENING IDENTIFIER MATCH LINE (DWG = DRAVANG NUMBER - - HIDDEN, FUTURE, OR HIDDEN EDGES/PROJECTIONS ABOVE FOR CONTINUATION) ExlsnNc CONSTRUCTION WOOD OR METAL FASTENER N0. WINDOW IDENTIFIER Ir- BREAK LINE N0. DETAIL INDICATOR NOTE DWG In the symbols above: NO. --sequential alphanumeric designation; DWG --drawing number. APPLICABLE CODES LOCATION MAP PROJECT DIRECTORY DESIGN/BUILDER . . .. .. ........ PH CONSTRUCTORS LLC LAKE- MONROE C .. 0 SON STREET T" fi .. .... .. 2771 CITY OF SANFORD SEMINOLE COUNTY, FLORIDA, 3 PHONE: 407-322 6841 ,\\'Osk-o FAX: 407-330 0639 ll BUILDING FLORIDA BUILDING CODE EDITION 2001 ... S-.I.T,E .... MEP. ENGINEER: PLUMBING FLORIDA PLUMBING CODE EDITION 2001 NORTH MG NC 299 LORE DRIVE rSUITE I 00 NATIONAL ELECT NATIONAL ELECT. CODE EDITION 2002 LTAM NTE SPRING, FLORIDA 32714 j A O 17-92 SEMINOLE BOULEVARD MECHANICAL FLORIDA MECHANICAL CODE EDITION 2001 PHONE (407) 786-4811 . ...... ...... ..... .....,...... ... FAX (407) 786-0866 FIRE PREVENTION FLORIDA FIRE PREVENTION EDITION 2001 - LIFE SAFETY LIFE SAFETY CODE NFPA 101) EDITION 200 CENTRAL FLORIDA . REgoNAL CERTIFICATION STATEMENT HOSPITAL .... .......... ............ U TONS EET >~ r a 'T r T I^ TO THE BEST OF THE ARCHITECT'S KNOWLEDGE �_ _T C MMERCI L STR AND BELIEF, THIS DESIGN IS IN COMPLIANCE j+ �T' �rJr c. 1ST S[REET FLIRT MELLON PARK WITH APPLICABLE CODES AND LAWS. 4, �7" 46 E. 2ND STREET RENIEW'D le STREET r ¢ SIGNATURE AND SEAL DATE : I = < ^ g E. 4T1 STREET E. 5T STREETD� Date: / No. Dab® ReVlWW APProVed No. Do% RelVhion Apt MVed DesOWd by. A, A%* � (MI WATM o ® Draftby: EALDIAM 01/oa ` aDMMOO N 4O EMS"TONO"" C [Pun a MOLLDO�10 sheep No. 4 � � ® � Atri�.eb ® ® ctwMd W. V.TM Dabs: DECEMBM M r' Off?' OF SANFORD W. �►� o ® 6 - AppnoMed by: i No. BC�GVIA 0a0� C�OM�nl VII FLORIDA. ,. ,.. ������. a .. C�O�ICG3 �[n1C C ll' o ® ® Cawini tofAr@ionhidiosNM&W FNa CS>lr...Nra..rse,r.>NOLcan C. SPACE AREA-SQ.FT. DESCRIPTION EXPANSION 1ST FL UNDER A/C 1ST FL NON A C 3007 87 PARTIAL 3094 2ND FL UNDER A/C 2ND FL NON A/C 3007 87 PARTIAL 3094 TOTAL 6188 0 8 a a gull FLOOR PLAN KEYNOTES Ol -LEVEL LANDING AI EA. ACCESSIBLE ENTRY, WHERE CONC. SLAB SHALL NOT SLOPE MORE THAN 5% (1 IN 20) IN ANY DIRECTION (IN ORDER TO NOT BE CONSIDERED AS A RAMP). TOP OF LANDING SHALL BE ELEVATED 1/4" BELOW FIN. FLOOR, AND DOOR THRESHOLD SHALL BE RECESSED INTO FLOOR SLAB SO THAT TOTAL RISE AT THRESHOLD (INCLUDING SLAB STEP) DOES NOT EXCEED 1/2". BOTTOM EDGE OF LANDING SHALL BE FORMED FOR FLUSH TRANSITION W/ CITY SIDEWALK, WIIH NUT MORE THAN 1/2" HIGH RISE AT SLAB JUNCTION, WHICH SHALL BE BEVELED OVER A 1" HORIZONTAL DISTANCE. REFER TO CIVIL ENG.. DRAWINGS FOR FINISH FLOOR ELEV. AND SIDEWALK SPOT ELEVATIONS AT ALL LANDING EDGES AND TRANSITIONS. AT APPROACHES ON PULL SIDE OF DOORS, LEVEL LANDING SHALL EXTEND l'-6" BEYOND THE STRIKE SIDE DOOR JAMB. LEVEL LANDING SHALL EXTEND OUTWARD FROM BUILDING WALL A MINIMUM DISTANCE OF 5'-0" BEFORE ENCOUNTERING A RAMP OR SURFACE SLOPED GREATER THAN 5%. 9'-4" 9'-4" 9'-4" O O O O 0 i cV g B OPEN PLAN OFFICES .. A6,1 109 ■ ■ r ■ ------------- ----------------------------- I 1 ■ ■ o 01 55'-0" II REMOVE MASONARY HALLWAY + j� ■ ■ KNOCKOUT PANEL i 100 r 9,-4" 9'-4" 9'-4" 9'-4„ 9,-4„ ■ ■ 06 07 08 09 10 ■ ■■ 8D AGA OFFICE 107 9'-4" 9'-4" WALLS AND PARTITIONS LEGEND TYPE A: 8" EXTERIOR CMU WALLS TYPE B: 4 HR/ FIRE RATED CMU WALL REFER TO UL#U910 FOR DETAILS, SHEET FP-1 TYPE C: 5/8" GYPSUM BOARD BOTH SIDES OVER 5-1/2"(AS —NOTED) OR 3-1/2" WOOD STUDS AT 16" O.C.FOR 4" NOM. WIDE PARTITION OR 6" WIDE PARTITION WITH SOUND ATTENUATION IN REST ROOMS,AND OFFICES. • TYPE D: 1 HR/ FIRE RATED CMU WALL REFER TO UL#U906 FOR DETAILS, SHEET FP-1 TYPE E: 5/8" GYPSUM BOARD BOTH SIDES OVER 2X4 PT WOOD STUDS AT 16" O.C. BEARING WALLS WITH SOUND ATTENUATION IN REST ROOMS,AND OFFICES. co I OFFICE !06 9'-4" OFFICE 105 9'-4" SURVEYOR'S ➢LD'G, 0 CONCRETE FILL TO RISED DUP EXISTING _ LANDING FL SLAB 10 96.45' FL. ■ � 1 -------------- ■ --- A3,1 40■ ■■■ ■ ------------------ . 3 A -----BRIp�--------- A 0 a A6 -------------- e ------------------ ° ThANDING 9'-4" ■ ■ DRAIN I DER BRIDGE TO CATCH BASIN D ❑ ■ ❑ ❑COPIER i 04 e e ■ e I T/1ST FL MACHINE A5, 3 _ 1100 HALLWAY PLANS AND OFFICE OFFICE N SAMPLES ROOM 5 116 115 114 - N I 0 I I 12 ■ ■ A5,1 e PRINTERS OVER e ■ COUNTER TOP e s ■ ■ — ------------------------ D 18 17 ■ 4 -4" ■ e 8'-4" ° ° 9'-4" 9'-4" 9'-4" I I 5'-10" 9'-2" 10,4, 10'-1" 2'-4" 12'-4" r— 13 14 15 I -I COFFEE ® U I Fo e r oI STATION w e "� 103 ■ OF- 711 ■°r■■° .k TAIRI ■■■■■ co -- C� � lUl� I irl OFFICE ° OFFICE OFFICE 104 H/C : 10� T FL UP : 110--1 III TOILET DOWN (� 2 A3,1 o M LDo ONO PER11CNOT WO1J1:/IIOVLi- L S-4" I i, OFFICE © 113 N 0 4'-0' a i .+T,J111ST FL 10', IUO�— o I d TAANDING ° ■ OFFICE loz ■� --- --- � 112 --- --- --- --- z 8'-8" ■ 1 _ - ■ 7'-4" 9'-4" 9'-4" T/1ST �,,L 1 -- -- max.IT 00 RAMP 96.5 ' L------- ■ 1 F------- T INC � _--- - - - - - 4T3V T/SIDEWALK 5°LO" oz 96.33 0 ■ ° cn ■ ■ ■ o ■ ME ■ 41 co "' U 8" PVC PIPE UNDER SIDEWALK A5,2 �—---------- —Q --- -- — — — — — — — N J EXPANSION 3094� SQ.FT./FLOOR O O N cn 5' 4" 9'-41. T/SIDEWALK 96.063 3 A3,1 W-8" FIRST FLOOR PLAN_ Al.l SCALE: 1/4" = 1'-O" 5-0" A3,1 I I I I I I I I 7» °4 3 ®5 Q v No. Dabs Rewfelon Approved No. Dab® RAvWm AppmW De*pmd by. / � .� � �-�. n p A�awa.rs `� MCAT " 8h�t No. o ® DMM by: E.AUMM 01ro6 ADDMOO [►`�9 TO EMOM O C PH C� UBLOOKS ® ® checloW W. v.Tm I DaW DECEMWA =4 0TV OF SAH 0m � p - � [FLOOR 6 6 Apploved W. I Job No. cmu �Cl►�OU`JOO f�G C�OMfnlT�l9 �L�OO G30DG� • • •:: ,�x��"c o n 2rl -ds �Oa�� ��ooa p�a� e o © 8 Caw"ft of�No.= Fie: AM ar®a.� ■m■e ��a 9 IBl11LDING PERMIT SUMOT ITAL 0 s i 16" WIDE PRE -FINISH STANDING SEAM ROOFING SYSTEM W/KYNAR 500 FINISH, OVER 3/4" CD-X PLYWOOD DECK ON 2X4 PREENGINEERED WOOD TRUSSES 3A 4 4 3A 4 3A 3B 4 3B V 4 I / A1.3 A1.3 A1.3 A1.3 A1.3 A1.3 6"X6" ESP FINISH MTL GUTTER / / 6"X6" ESP FINISH MTL GUTTER v � ❑❑ 1 ❑ ❑❑ �r --- -- - -- -- -�- -- - - - - - -- --- --I -- - - - ----- - � - - - PROVIDE CONT. ALUM FLASHING BETWEEN BUILDING JOINTS AS REQUIRED. PROVIDE NEOPRENE AND CAULK BETWEEN VERTICAL JOINTS 6 A1.3 1 ROOF PLAN_ A1.3 SCALE: 3/16": = 1'-0" SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, "EVERGUARD TPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS. OVER 3/4" CD -PLYWOOD DECK SHEATHING ON PRE-ENGINEERED DOUBLE TOP AND BOTTOM PLATES PARALLEL CHORDS ROOF TRUSSES. ESP FINISH PARAPET COPING SINGLE- PLY ROOFING SPECIFICATIONS COMPLY WITH THE FOLLOWING REFERENCE STANDARDS FACTORY MUTUAL "CLASS 1' OR NONCOMBUSTABLE" FACTORY MUTUAL WIND LOADS: PROVIDE SINGLE -PLY ROOFING SYSTEM CAPABLE OF WITHSTANDING 120 M.P.H WiND PRESSURES AT THE PROJECT SITE IN ACCORDANCE WITH REQUIREMENTS ASCE 7-98 AND THE INDIANA BUILDING CODE. UNDERWIRTERS LABORATORIES "CLASS A" MEET OR EXCEED WiND UPLIFT CRITERIA PER CURRENT EDITION OF STANDARD BUILDING CODE. MEET OR EXCEED NCRA ROOFING AND WATERPROOFING MANUAL FOR GENERAL TECHNIQUE AND DETAILS OF INSTALLATION OF ALL COMPONENTS. ROOF DECK SHEATHING: RIGID ROOF DECK INSULATION OVER STRUCTURAL CD-X PLYWOOD ROOF DECK . THOUGHLY CLEAN AND INSPECT NAILED ROOF DECK PRIOR TO INSTALLATION OF TAPERED NAILABLE ROOF DECK INSULATION. VERIFY PROPER INSTALLATION OF ALL 0 S D FASTENERS CURBS,SHEET METAL ACCESSORIES,ETC. REPAIR ALL ROUGH AREA TO PROVIDE 5MOOIH SUBSTRATE. MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, 'EVERGUARD TPO" BY "OAF MATERIALS CORPORATION' (PHONE: 1800-522-9224 /WEB: WWW.CAF.COM) OR APPROVED EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, REFER TO MANUFACTURER DETAILS FOR SPECIFICATIONS. THERMOPLASTIC SINGLE -PLY ROOFING PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Thermoplastic Single -Ply Roofing 2. Insulation D. Related Sections 1. Section 06100: Rough Carpentry 2. Section 07620: Sheet Metal Flashing and Trim 3. Section 15430: Plumbing Specialties 1.02 REFERENCES A. Factory Mutual (FM Global) - Approval Guide B. Underwriters Laboratories (UL) - Roaring Systems and Materials Guide (TGFU R1306) C. Americun Society for Testing and Materials (ASTM) - Annual Book of ASTM Standards D. Sheet Metal and Air Conditioning Contractors Notional Association, Inc. (SMACNA) - Architectural Sheet Metal Manual E. National Roofing Contractors Association (NRCA) F. American Society of Civil Engineers (ASCE) 1.03 DEFINITIONS A. Roofing Terminology. Refer to ASTM 01079 and the glossary of the National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual for definitions of roofing terms reluted to this section. 1.04 PERFORMANCE REQUIREMENTS A. Provide an Installed roofing membrane and base flashing system that does not permit the passage of water, and will withstand the design pressures calculated in accordance with the most current revision of ASCE 7. B. GAFMC shall provide all primary rooting materials that are physically and chemically compatible when installed in accordance with manufacturers current application requirements. 1.05 SUBMITTALS A. Product Data: Provide product data sheets for each type of product indicated in this section. B. Shop Drawings: Provide manufacturers standard details and approved shop drawings for the roof system specified. C. Samples: Provide samples of insulations, fasteners, membrane materials and accessories for verification of quality. D. Certificates: Installer shall provide written documentation from the manufacturer of their authorization to install the roof system, and eligibility to obtain the warranty specified in this section. 1.06 QUALITY ASSURANCE A. Manufacturer?s Qualifications: CAFMC shall provide a roofing system that meets or exceeds all criteria listed in this section. . Installer?s Qualifications: 1. Installer shall be classified as a Master contractor as defined and certified by GAFMC. C. Source Limitations: All components listed in this section shall be provided by a single manufacturer or approved by the primary roofing manufacturer. D. Final Inspection Manufacturers representative shall provide a comprehensive final Inspection after completion of the roof system. All application errors roust be addressed and final punch list completed. 1.07 PRE -INSTALLATION CONFERENCE A. Prior to scheduled commencement of the roofing installation and associated work, conduct a meeting at the project site with the installer, architect, owner, CAFMC representative and any other persons directly involved with the performance of the work. The installer sholl record conference discussions to include decisions and agreements reached (or disagreements), and furnish copies of recorded discussions to each attending party. The main purpose of this meeting is to review foreseeable methods and procedures related to roofing work. 1.08 AREQUIREMENTS REGULATORY A. All work shall be performed in u safe, professional manner, conforming to all federal, state and local codes. 1.09 DELIVERY, STORAGE AND HANDLING A. Deliver all roofing materials to the site in original containers, with factory seals intact. All products are to carry either a GAFMC or UMCA label. B. Store all pail goods in their original undamaged containers in a clean, dry location within their specified temperature range. C. Do not expose materials to moisture in any form before, during, or after delivery to the site. Reject delivery of materials that show evidence of contact with moisture. D. Remove manufacturer supplied plastic covers from materials provided with such. Use "breathable type covers such as cunvos tarpuulins to allow venting and protection from weather and moisture. Cover and protect materials at the end of each work day. Do not remove any protective tarpaulins until immediutely before the material will be Installed. E. Materials shull be stored above 55'F (12.6'C) a minimum of 24 hours prior to application. 1.10 PROJECT CONDITIONS A. Weather 1. Proceed with roofing only when existing and forecasted weather conditions permit. 2. Ambient temperatures must be above 45F (7.2•C) when applying hot asphalt or water based adhesives. 1.11 WARRANTY A. Provide Manufacturers standard Diamond Pledge Guarantee with sin9le source coverage and no monetarylimitation where the manufacturer agrees to repair or replace components in the roofing system, which cause a leak due to a failure in materials or workmanship. P 1. Duration: Ten (10) years from the date of completion. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURER A. GAF Materials Corporation - 1361 Alps Road, Wayne, NJ 07470 2.02 INSULATION A. Rigid polyisocyanurate board, with a strong white or black fibrous glass facer conforming to or exceeding the requirerents of ASTM C 1289 / FS HH-1-1972, EnergyGuard Polyiso, with the following characteristics: 1. Board Thickness: 1.5 inches 2. Thermal Resistance (LTTR value) of: 9.0 No. Me RevWw ApW avod No.1 Date ® a RTU'S , REFER TO MEP DRAWINGS FOR DETAILS F�E--Z-- II II I DOWN II II I II I II 1 I n # I I .o O O U � U � w w V) V) ``r I I ESP FINISH PARAPET COPING 2.03 INSULATION ACCESSORIES A. Tapered Edge Strip: Factory fabricated rigid perlite strip cut at angles to provide a smooth transition between differences in elevation. EnergyCuurd Tapered Edge Strip, by BMCA 2.04 MEMBRANE MATERIALS A. A smooth type, polyester scrim reinforced thermoplastic polyolefin membrane with a nominal 0.045 inch (45 ml) thickness, for use as a single ply roofing membrane. Meets or exceeds the minirnum requirements of ASTM 0-6878. Each full roll contains approximately 1000 sq.ft. of roofing material, 10 ' X 100 weighing 256 lbs. EverGuard TPO 45 mil thermoplastic single -ply roofing membrane by GAFMC. 1. Color: White 2.05 FLASHING MATERIALS A. A smooth type, polyester scrim reinforced thermoplastic polyolefin membrane with a nominal 0.045 inch (45 mil) thickness, for use as a single ply roofing membrane. Meets or exceeds the minimum requirements of ASTM 0-6878. Each full roll contains approximately 1000 sq.ft. of roofing material, 10 ' X 100 % weighing 256 lbs. EverGuard TPO 45 mil thermoplastic single -ply roofing membrane by GAFMC. B. A smooth type, unrainforced thermoplastic polyolefin based membrane for use as an alternative flashing/reinforcing material for penetrations and corners. 0.060 inches (60 mils) nominal thickness, EverGuard TPO UN-60 Detail Flashing Membrane, by GAFMC. C An 8 inch 20 cm wide smooth type,polyester rim r i f reinforced thermoplastic left i sc e n o c d n membrane strip for use as a r strip ( ) YP . P P cove yo P P over coated metal and stripping -in coated metal flanges and general repairs: 0.045 inches (45 mils) nominal thickness, EverGuard TPO 45 mil Reinforced Flashing Strips, by GAFMC. D. A 6 inch (14 cm) wide, smooth type, polyester scrim reinforced thermoplastic polyolefin membrane strip with a factory laminated butyl tape. Designed for use as a cover strip over non -coated metal edges and flanges. Each full roll, contains approximately 100 Lineal Ft. of material, 6"X 100 ', weighing 25 lbs. EverGuard TPO Cover Tape, by GAFMC. E. 25 gauge steel with 0.020'thick TPO based film. Factory supplied in sheets and required for fabrication into metal gravel stop and drip edge profiles, metal base and curb fleshings, sealant pans, and scupper sleeves. Sheet size 4 ' x 10 ', sheet weight 47 lbs., EverGuard TPO Coated Metal, by GAFMC. 2.06 ADHESIVES, SEALANTS and PRIMERS A. Solvent -based Bonding Adhesive: Solvent based rubberized adhesive for use with EverGuard TPO membranes, EverGuard TPO Bonding Adhesive, by CAFMC. 0, Water -based Bonding Adhesive: Water based rubberized adhesive for use with EverCuard TPO membranes, EverGuard H2O Bonding Adhesive, by CAFMC, C. Solvent based liquid, required to protect field cut edges of EverGuard TPO membranes. Applied Directly from a squeeze bottle, EverGuard TPO Cut Edge Sealant, by GAFMC. D. Solvent based primer for preparing surfaces to receive butyl based adhesive tapes, EverCuard Primer, by GAFMC. E. One part polyurethane sealant suitable for sealing the upper lip of exposed termination bars and penetrations, and around clamping rings. Meets or exceeds ASTM C-920-87, Type S, Grade NS, Class 25, EverGuard Caulking, by GAFMC. F. One part butyl based high viscosity sealant suitable for sealing between flashing membrane and substrate surface behind exposed termination bars and for sealing between roofing membrane and drain flange. EverGuard Water Block, by GAFMC. C. 100% solids epoxy based two-part sealant suitable for filling sealant pans at irregularly -shaped penetrations. Epoxy is part A. Polyamide is part B. EverGuard 2-Port Pourable Sealant, by GAFMC. 2.07 ACCESSORIES A. Mechanical Fasteners 1. Drill-Tec Standard Screws: Alloy steel fastener with CR-10 coating with a .215' diameter thread: Factory Mutual Standard 4470 Approved, #3 Phillips truss head or hex head. 2. Drill-Tec XHD Screws: Heavy duty gouge alloy steel fastener with CR-10 coating with a .275'diameter thread: Factory Mutual Standard 4470 Approved, #3 Phillips truss head for use on heavy steel decks. 3. Drill-Tec Insulation Plates: Galvalume, 3"(7.6 cm) diameter, suitable for use with Drill -Tee Standard and HD screws, and Drill -Tee Spikes. Special design available for use with Drill-Tec Polymer Screws. 4. Drill-Tec XHD Plates: Galvalume, 2 3/8"(6 cm) diameter, with a barbed underside. suitable for use with Drill-Tec Standard, HD, and XHD Screws, and Drill-Tec Spikes, B. Extruded aluminum termination bar with angled lip caulk receiver and lower leg bulb stiffener. Pre -punched slotted holes at 6'on center or 8'on center. ?'x 10' with 0.090"cross section, EverGuard Lip Termination Bar, by GAFMC. C. 0.075"thick molded TPO membrane sized to accommodate most common pipe and conduits, (1' to 6' diameter pipes), including square tube. Hot-air welded directly to EverGuard TPO membrane, supplied with stainless steel clamping rings, EverGuard TPO Preformed Vent Boots by GAFMC. D. 0.065"thick molded TPO membrane designed to accommodate both inside and outside corners of base and curb flashing. Hot-air welds directly to EverGuard TPO membrane. Size 4'x 4'with 4'flonge, EverGuard TPO Preformed Corners by GAFMC. E. Fuctory fabricated assemblies used to accommodate three-dimensional jolnts in a roof structure. Two standard sizes to accommodate most common joint widths. Standard 50 foot continuous length minimizes joints, universal style suitable for both field and wall expansion joint in both Flat -mounted and curb -mounted styles. Made of 0.045' thick reinforced membrane with foam supported bellows, treat welds directly to roofing membrane. Equipped with metal nailing flanges and membrane welding flaps, Metalostic Prefabricated Expansion Joint Covers by GAFMC. F. 1/8'thick extruded and embossed TPO pads 30'x 36', heat welds directly to roofing membrane. Unique herringbone traction surface, safety yellow or gray in color, EverGuard TPO Walkway Pads, by GAFMC G. 1/8 thick extruded and embossed TPO roll 30"x 50'. heat welds directly to roofing membrane. Unique herringbone traction surface, safety yellow or gray in color, EverGuard TPO Walkway Rolls, GAFMC. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, eaves, scuppers or gutters. D. Verify that the deck surfaces are dry and free of ice or snow. E. Verify that all roof openings or penetrations through the roof are solidly set, and that all fleshings are tapered. 3.OZ SUBSTRATE PREPARATION A. Steel Deck 1. Metal decks roust be a minimum uncoated thickness of 24 gauge (0.8 mm) and shall have a 0-90 galvanized finish on all panels. FM requirements may supersede those set forth in this section. Consult the current FM Guide for more information. 2. Decks must comply with the gauge and span requirements in the current Factory Mutual FM Approval Guide and be installed in accordance with Loss Prevention Data Sheet 1-28 or specific FM approval. 3. When re -roofing over steel decks, surface corrosion shall be removed, and repairs to severely corroded areas made. Loose or Inadequately secured decking shall be fastened, and irreparable or otherwise defective decking shall be replaced. 3.03 INSTALLATION - GENERAL A. Install GAFMC's EverGuard TPO roofing system according to all current application requirements in addition to those listed In this section. B. GAFMC EverGuard TPO Specification: T-MA-T-1-45 C. Start the application of membrane plies at the lour point of the roof or at the drains, so that the flow of water is over or parallel to, but never against the laps. 3.04 INSULATION - GENERAL A. Do not apply roof Insulation or roofing until ail other work trades have completed jobs that require them to traverse the deck on foot or with equipment. A vapor retarder coated lightly with asphalt may be applied to protect the inside of the structure prior to the insulation and final roofing installation. Before the application of the insulation, any damage or deterioration to the vapor retarder must be repaired. 5 ( 1 2 Al. ESP FINISH PARAPET COPING B. Do not install wet, damaged or warped insulation boards. C. Install Insulation boards with staggered board joints in one direction (unless taping joint). D. Install Insulation boa rds aids snug. Gaps between board joints must not exceed k"(6 min). All gaps in excess of A(b mm) roust be filled with like insulation material. E. Wood nailers must be 3-1/2'(8.9 cm) minimum width or 1'(25 mm) wider than metal flan6e. They shall be of equal thickness as the insulation with a minimum 1'(25 mm) thickness. All nailers must be securely fastened to' the deck. F. Do not kick insulation boards into place. G. Miter and fill the edges of the insulation boards at ridges, valleys and other changes In plane to prevent open joints or irregular surfaces. Avoid breaking or crushing of the insulation at the corners. H. Insulation should not be installed over new lightweight insulating concrete. I. Roof tape, if required over insulation joints, must be laid evenly, smoothly and embedded in a uniform coating of hot steep asphalt with 4'(10.2 cm) end laps. Core must be taken to assure smooth application of tape, and full embedment of the tape in the asphalt. J. Do not install any more insulation than will be completely waterproofed each day. 3.05 INSULATION - BASE LAYER A. The insulation must be securely attached to the roof deck. A minimum FMRC 1-60 attachment is recommended. Refer to FMRC Approval Guide for FM fastening patterns. Factory Mutual requires fastener density increased In corner areas for FM 1-60 as well as perimeter and corner area fastener density increases for FM 1-90 or greater. Refer to FM Loss Prevention Data Sheets 1-7, 1-26, and 1-49. B. Use only fasteners with a minimum 3 inch (7.6 cm) stress plate when mechanfcully attaching insulation. Do not attach insulutiun with nails. 3.06 MEMBRANE APPLICATION A. Mechanically Attached: 1. Place membrane so that wrinkles and buckles are not formed. Any wrinkles or buckles roust be removed from the sheet prior to permanent attachment. Roof membrane shall be mechanically fastened immediately after it is rolled out, followed by welding to adjacent sheets. 2. Overlap roof membrane a minimum of 5'(25 cm) for side laps and 3'(15 cm) for end lops; 3. Install membrane so that the side laps run across the roof slope lapped towards drainage points. 4. All exposed sheet corners shall be rounded a minimum of 1?. 5. Use full width rolls o s in the field of roof and half width rolls in the perimeter and corner region of the roof and mechanically fastened in the side lap area to the roof deck. 6. Membrane laps shall be heat -welded together. All welds shall be continuous, without voids or partial welds. Welds shall be free of burns and scorch marks. 7. Weld shall be a minimum of 1-1/2'in width for automatic machine welding and a minimum 2"in width for hund welding. 8. All cut edges of reinforced membrane must be sealed with EverGuard TPO Cut Edge Sealant. 9. The membrane shall be mechanically fastened in the side lap area to the roof deck with appropriate Drill-Tec fasteners and plates as required by roof system specification and/or Factory Mutual classification requirements. 10. The metal plates must be placed within %'to �"of the membrane edge. Plates shall not be placed less than A"from the rnernbrane edge. 11. In the corner regions, additional fasteners shall be installed through the perimeter membrane to form a grid pattern, with an 8"(40.5 cm) wide EverGuard TPO reinforced membrane flashing-strfp welded over the additional fasteners. Corners include both outside and inside corners that measure 75 - 105 angle degrees. 12. Membrane attachment to the roof deck is required at locations of deck angle changes in excess of five (5) angle degrees (1"in 12?). 13. Supplemental membrane attachment is required at the base of all walls and curbs and where the on le of thesub t t t SINGLE PLY ROOFING MEMBRANE SYSTEM: \ MECHANICALLY ATTACHED SINGLE -PLY 4"X3"X.O19 ESP ALUM. MEMBRANE SYSTEM, "EVERGUARD TPO' BY "GAF PARAPET CONSTRUCTION: 5/8"(2 DOWNSPOUT DRAIN CONNECTED MATERIALS CORPORATION" (PHONE: COATS) STUCCO, ON CMU WALL W/ESP 1800-522-9224 /WEB: WWW.GAF.COM) OR UNDERGROUND TO EXTERIOR DRAIN, REFER TO CIVIL ALUM COPING ON PRECAST "U" TOP APPROVED EQUAL OVER NAILED VAPOR DRAWINGS FOR DETAILS. LINTEL W/1#5. RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACTURER'S TOP OF WL PARAPET SPECIFICATIONS. OVER 3/4" CD-P YWOOD DECK - - - -�2 T SHEATHING 4"X4-l/4"X3" DOWNSPOUT - - ADAPTER REF 0465-AA BY - "ADS" OR APPROVED EQUAL. PROVIDE CON TIN. ZINC PLASTER GROUND ALONG ° BOTTOM EDGE OF E.I.F.S. CORNICE. PROVIDE CON TIN. SILICONE SEALANT BEAD BETWEEN E.I.F.S. AND N PLASTER GROUND (TO PREVENT WATER INTRUSION BEHIND PLASTER). FORM BOTTOM SURFACE OF r E.I.F.S CORNICE WITH SLIGHT DOWNWARD TAPER, TO FORM DRIP EDGE (TO PREVENT WATER FROM ROLLING BACK ONTO PLASTER FINISH). 4" DIA. PVC PIPE ROOF MEMBRANE TO EXTEND VERTICALLY UP PARAPET WALL, AND HORIZONTALLY AT LEAST 4' ACROSS TOP OF PARAPET WALL (TO BE COVERED 6" PVC UNDERGROUND DRA AND FLASHED BY E.I.F.S). SEE DETAIL SHEET A5.1 CONNECTED TO CATCH BASI FOR ADDITIONAL REQUIREMENTS. REFER TO CIVIL DRAWINGS f DETAILS ROOF TRUSS BEARING 123 40-- - - E- N E E D B AND BOTTOM PLATES PARALLEL CHORDS ROOF TRUSSES. LR-30 GATT zA PARAPET DETAIL INSULATION 3A DS. UNDERGROUND CONN. DET. A1.3 SCALE: 3/4" = 1'-U" if A1.3 SCALE: NTS PARAPET CONSTRUCTION: 5/8"(2 COATS) STUCCO, ON CMU WALL W/ESP ALUM COPING ON PRECAST "U" TOP LINTEL W/1 #5. EXTEND ANTCALLY A F A ' ED SINGLE -PLY MEMBRANE SYSTEM, UP TO VERTICAL WALL, INSTALLED PER MFR. SPECS. -4- COMPOSITION CANT STRIP, CONTIN. ALONG WALLS. CANT STRIP HEIGHT SHALL BE 4" MAX., CAN'T STRIP SHALL BE ANCHORED TO ROOF DECK, BUT STRUCTURALLY ISOLATED FROM VERTICAL WALL (TO ACCOMMODATE ROOF DECK MOVEMENT RELATIVE TO WALL). ROOF MEMBRANE SHALL NOT BE ADHERED TO THE CANT STRIP. MECHANICALLY n w ATTACHED SINGLE -PLY MEMBRANE SYSTEM, t y SHALL ALSO NOT BE ADHERED TO THE ROOF DECK FOR A DISTANCE OF 2" FROM _ I�,EuE EUGE-OF-THE-CAT�T-STRIR AND NOT BE ADHERED TO THE WALL FOR A DISTANCE OF 2" BEYOND THE TOP EDGE OF THE CANT STRIP. SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, "EVERGUARD FPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.CAF.COM) OR If APPROVED EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS. OVER 3/4" CD -PLYWOOD DECK SHEATHING 2B PARAPE T A1.3 JOIN - SCALE: 1-1/2" = l'-O" PROVIDE CONT. ALUM FLASHING BETWEEN BUILDING JOINTS AS REQUIRED. PROVIDE NEOPRENE AND CAULK BETWEEN VERTICAL JOINTS V-4 3/4' W1 AL IC \- MASONRY WALL STUCCO PLASTER 1/4" EXP. BOLTS NOMINAL 3" X 4" .018 M BLIND RIVET)� GALV. METAL DOWNSPOUT 4 NOTE: DOWNSPOUT HANGERS SHALL BE 1/16" X 1' GALV. METAL CONCEALED ANCHOR TYPE AT 4'-0" O.C. 4 DOWNSPOUT DETAIL A1.3 SCALE: 3" = 1'-0" P�p100 �pQ 6" 4" 2" Q - 0" FOR UNDERGROUND CONNECTION SYSTEM, REFER TO CONNECTION IN TO STORM WAFER SYSTEM MANAGEMENT LINE IN CIVIL DRAWINGS. 3 SPLASHBLOCK DETAIL A1.3 SCALE: NTS EIFS CROWN MOLDING W/METAL CAP. CMU WALL 4" HIGH NON-COMBUSTIBLE CANT STRIP, SECURED TO ROOF DECK ONLY, AND STRUCTURALLY ISOLATED FROM WALL W/ 1/4" WIDE CONTIN. EXPANSIO N JOINT ADHEREF R00 MEMBRANE TO ROOF DECK AND CANT STRIP, BUT ISOLATE FROM EXT'G WALL FACE (NO BOND) FOR FIRST 2" ABOVE TO 12" WIDE TAPERED EDGE STRIP, W/ INSULATION SLOPING AN ADDITIONAL 1" IN FIRST 12" TOWARD ROOF INTERIOR. RUN TAPERED STRIP CONTINUOUSLY ALONG ALL WALLS EXTEND ROOF MEMBRANE UP WALL BELOW ALL FLASHING MEMBERS SINGLE PLY ROOF MEMBRANE W/ FACTORY WELDED NAILING TABS. COMPLY M LY W MFR' S / NAILING SPECIFICATION PROVIDE MIN. 3" DIA. PRESSURE PLATES AT ALL ROOF DECK INSULATION ANCHORAGE SCREWS. INSTALL SCREWS TO PROPER DEPTH_ o TO AVOID CRUSHING INSULATION G 1-1/2" inches Board Thickness, Rigid O �� polyisocyanurate board, with a strong white or black fibrous glass facer conforming to or exceeding the requirements of ASTM C 1289 / F a � a HH-I-1972, EnergyGuard Polyfso and Thermal Resistance (LTTR value) of: 9.0 ROOF DECK INSULATION SCREWED TO CD-X PLYWOOD W/ CASE HARDENED SELF -DRILLING ° STEEL SCREWS, OF SUFFICIENT LENGTH TO EXTEND THROUGH DECK. o. 5 ROOF DETAIL SLOPE ADDITIONAL A1.3 SCALE: 1/2" = V-O" 1' IN FIRST 12' y s ra e a ranges by more than ten (10) degrees (1'fn 12?). Roofing membrane shall be secured to the structural deck with screws and plotes of the „ some type and spacing used for in -la attachment. fine screws and lutes must be installed no less than ' from the membrane YP P 9 P P /" APPROX. 1 4 SEALANT edge. Alternatively, the roofing membrane may be turned up the vertical plane a minimum of 3"and secured with screws and CLEARANCE termination bar Fastener spacing is the some as is used for in -lap attachment. The termination bar must be installed within A T CORNERS DRAWBAND 1-1/2"to 2'bf the plane of the roof membrane, with a minimum of 1"of membrane extending above the termination bar. 14. Supplemental membrane attachment to the structural deck Is required at all penetrations. Roofing membrane shall be secured to the deck with appropriate Drill-Tec screws and plates. WATERTIGHT SHEET METAL 15. Fasteners must be installed to achieve the proper embedment depth. Install fasteners without lean or tilt. RAIN COLLAR OVERLAPPING 16. Install fasteners so that the plate or termination bar is drawn down tightly to the membrane surface. Properly Installed fasteners POURABLE will not allow the plate or termination bar to move (underdrivfng), but will not cause wrinkling of the membrane (overdriving). PENETRATION POCKET 3.04 FLASHINGS A. All penetrations must be at least 24'(61 cm) from curbs, wells, and edges to provide adequate space for SEALENT proper flashing. SHEET METAL PITCH PAN, B. Flash all per'uneter, curb, and penetration conditions with coated metal, mernbrane flashing,'and flashing accessories as appropriate NON -SHRINK SOLDERED/WELDED WATERTIGHT to the site condition. C. All coated metal and membrane flushing corners shall be reinforced with preformed corners or non -reinforced membrane. GROUT (4 MIN. HEIGHT) D. Hot-air weld all flashing membranes, accessories, and coated metal. A minimum 2"wide (hand welder) weld is required. ••• E. Non-coatedmetal edge details roust be installed in accordance with current EverGuard construction details and requirements. F. All twenty20 year EverGuard systems require the use of coated metal edges where applicable. Bonding adhesive and or cover q PP 9 / ........ _. "" ......" """""' •" " """` ROOF CEMENT OR SEALANT AT tape Is not acceptable. G. All cut edges -of reinforced membrane roust be sealed with EverGuard TPO Cut Edge Sealant. •• •. .... PENETRATION TO MEMBRANE H. Consult the EverGuard Application and Specifications Manual or CAFMC Contractor Services for more information on specific _.... JUNCTURE construction details. •',.,.:;, 3.07 ROOF PROTECTION A. Protect all partially and fully completed roofing work from other trades until completion. B. Whenever possible, stage materials in . . •' •' 4" MIN. FLANGE, such a manner that foot traffic is minimized over completed roof areas. C. When it is not awe from possible to stage materials P 9 Y SET IN ROOF CEMENT OVER locations where partial or complete installation has taken place, temporary walkways and platforms shall be installed in order to protect - all completed roof areas from traffic and paint loading during the application process. D. Temporary tie-ins shall be installed at the BUILT-UP ROOFING PLIES, end of each workdayand removed poor to commencement of work the following day. ''`>::::: ' •�� ...•.. PRIME FLANGE BEFORE 3.08 CLEAN-UP A. All work areas are to be kept clean, clear and free of debris at all times. ROOF DECK STRIPPING B. Do not allow trash, waste, or debris to collect on the roof. These items shall be removed;from the roof on a daily basis. C. All tools and unused materials must be collected at the end of each workday and stored properly off of the finished roof surface and protected from exposure to the elements. 1" MINPIPE DIA. MULTIPLE -PLY MEMBRANE D. Dispose of or recycle all trash and excess material in a manner conforming to current EPA regulations and local laws. E. Properly clean the finished r f sur d oo face after completion,a and make sure the drains and ar e re not clogged. 9 9 9 . STRIPPING P 1 LIES (4" MIN. OVERLAP) F. Clean and re a a restore al damaged surfaces to their original condition. END OF SECTION P.T. WOOD HAILERS; ROOFING SYSTEM WARRANTY: ROOFING SYSTEM SHALL BE GUARENTEED TO BE LEAK FREE FOR 10 YEARS, THROUGH A NON -PRORATED TAPERED INSULATION WRITTEN WARRANTY COVERING VER MATERIALS AND WORKMANSHIP, AND BINDING ROOFING 11fE R ING MANUFACTURER AND ROOFI G SYST N EM VARIES DEPENDIN ' UPO 6 N INSTALLER. CLEARLY DISCLOSE IN WARRANTY, AND DESCRIBE IN A SEPARATE LETTER TO THE OWNER, ALL CONDITIONS OF THE SIZE OF PENETRATION WARRANTY WHICH DEPEND UPON INSPECTION AND/OR MAINTENANCE PROGRAMS. ReNhion ApprovW De@rod W. Drawn W. E.AI.DANA 01/05 AS NOTED Checked by: MAN / DatEr DEC EMBER, 2004 Appmed by: / Job Na com 0--P-11ecI-*am NO. MW A1.3 COVERBOARD INSULATION D PENETRATION POCKET DETAIL - THERMAL INSULATION SCALE: NTS CM Io OU790�1 , +T,�, My OF OMFO0 PM MP.!!SE 9HOL�E C�OMaTYa FL�Oo MGMTUM Q[1`,;x,�"� VARIES METAL SLEE VE WHERE REQUIRED FIBER CANT STRIP SET IN BITUMEN ROOF VENT DETAIL A1.3 SCALE: NTS ELASTOMERIC SEALANT DRAW BAND OR WELD UMBRELLA TO STACK METAL UMBRELLA SEAL TOP OF FLASHING W/ FABRIC TAPE AND MASTIC FASTENERS APPROX. 24" O.C. k REMOVABLE COUNTERFLASHING FASTENERS APPROX. 8" O.C. BASE FLASHING „ 2 NOMINAL (SEE PLUMBING PLAN) RODI [PLAN aHIM ROOF DD Eli MS Sheet No. eg=7ffl own IN Q — alp -MEN - - - _ -MEN i mmol[immmml 0 FIRST FLOOR REFLECTED CEILINGY A1.4 SCALE: 3/16" = 1'-0" ■ miIlm N=to�M=IV O� m lli l SECOND FLOOR REFLECTED CEILINGY PLAN O m OO A1.4 SCALE: 3/16" = V-0" Z 0 RenrWw Approved Dakpmd by. Dram by: EALDANA 01/�05 �°' 3V78�1�-0' Chodcod by: MAN / Dena: DECEMBER, 2004 ApExoved b)r. I Job No. 06532 Cw**gb ofAxAw� Na =W Fie: Al A 1 O O 0 OO o7 0 7. O - w v� Z w cri ¢ V 0 J C_7C� Z� 0 Jo �zmwm cw�z w o m ¢ i LLJ mx �Zwz w w z 0� 0 z O LL_ Z u ¢ CD W J Of w0 (n om om JZ w Q (wn f— N w ¢ <1 3: am 0 01 IM01 1 101 1 101 0 ON00M `�O C�[IO�'HNG CMG° H p MOLDON8 cornmcArbrr o D mw cpTvOO G S �, �1F M�3�mmwwmtTE SEMONOOLI C�OOURW s:fs..*. ►, Amu& REFLECTED CEILING PLAN SYMBOLS 0o SUSPENDED ACOUSTICAL CEILING TO BE 24" x 24" WHITE TEGULAR EDGE ACOUSTICAL LAY -IN TILES W/ RANDOM FISSURED FINISH (EQUIV. TO ARMSTRONG CORTEGA) INSTALLED IN 1" WHITE T-BAR SUSPENSION SYSTEM AT 10'-0" A.F.F. AND 8'-0" A.F.F. IN TOILET ROOM NUMBER 104 CEILING CONSTRUCTION AT KITCHEN AREA: SUSPENDED ACOUSTICAL CEILING TO BE 24" x 48" VINYL LAY -IN TILES ■ INSTALLED IN 1" WHITE T-BAR SUSPENSION SYSTEM AT 10'-0" A.F.F. 24X24 LIGHT FIXTURE W/ PRISMATIC LENS 24X48 LIGHT FIXTURE W/PRISMATIC LENS EGRESS LIGHT 2 LAMPS WALLPACK EXIT SIGN PROVIDE 4X4 WEATHERPROOF ELECT J-BOX JUNCTION INSTALLED AT 10'-0" AFF FOR SPEAKER, 24X24 AIR RETURN GRILL 24X24 AIR SUPPLY DIFFUSSER EXHAUST FAN REFLECTED CEILING PLAN KEYNOTES <0> CEILING CONSTRUCTION: SUSPENDED ACOUSTICAL CEILING TO BE 24" x 24" WHITE TEGULAR EDGE ACOUSTICAL LAY -IN TILES (TO MATCH EXISTING) INSTALLED IN 1" WHITE T-BAR SUSPENSION SYSTEM AT 9'-0" A.F.F. oz REFLECTED CEILING PLANS 6 9 a UOLDD 0a0, [PIERN07 OU S HM e.L a I EXTERIOR WALL CONSTRUCTION: CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER T1PE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WAIL') AT 16" C.0 -V€RT.-PROVrJE-FUtt-FI€IGFI'r-#5 GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0' C/C -THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. CMU WALLS INTERIOR FACE: CURE FILL 500 INSULATION AND 1/2" GYPSUM BOARD OVER 1-1/2' METAL HAT CHANNEL FURRING AT 16" O.C.REFER TO PARTITION TYPE LEGEND FOR LOCATION. CMU WALL EXTERIOR FACE FINISH 5/8' (2-COATS) CEMENTIHOUS PLASTER FINISH OVER ALL EXTERIOR CONC. AND MASONRY SURFACES, PROVIDE SPANISH TEXTURE ON WALL SURFACES THROUGHOUT, EXCEPT WHERE RAISED SAND FINISH TRIM BANDS ARE SHOWN ON EXTERIOR ELEVATIONS. RAISED SAND FINISH PLASTER TRIM BANDS SHALL BE PAINTED A CONTRASTING COLOR (TO BE SELECTED BY OWNER); AND SMOOTH SAND FINISH ON WINDOW PLASTER TRIM USE "J" MOLDING FOR UNIFORM EDGES. TEXTURE CMU WALL INTERIOR FACE FINISH REFER TO ROOM FINISH r SCHEDULE FOR DETAILS. c BUILDING SECTION A3.1 SCALE: 3/16" = l'-O" SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, 'EVERGUARD TPO' BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS. OVER 3/4" 1 CD -PLYWOOD DECK 1 1 SHEATHING ON PRE-ENGINEERED DOUBLE TOP AND BOTTOM PLATES PARALLEL CHORDS ROOF TRUSSES. 1 0 1 Q 1 1 1 1 1 EXPANSION (2) HOURS FIRE RATED CEILING 2 ASSEMBLY: IN EXACT CONCORDANCE W/UL DESIGN NUMBER P522 REFER TO FIRE PROTECTION DRAWINGS FOR DETAILS. PROVIDE R-11 FIBERGLASS BATT INSULATION BETWEEN STUDS. 3 SUSPENDED ACOUSTICAL CEILING TO BE 24" x 24" 'TO MATCH EXISTING, INSTALLED IN 1" WHITE T-BAR SUSPENSION SYSTEM AT 9'-0" A.F.F. 4 HR/ FIRE RATED CMU WALL CONSTRUCTION : 8" CMU TIPE B-4 BLOCKWALL W/DUR-O-WALL HORIZONTAL JOINT REINFORCEMENT 0 16" O.C. VERTICAL . INSTALL lx2 WOOD FURRING STRIPS OVER SURFACE OF INSULATION BOARD, W/ POWDER ACTUATED FASTENERS AT 16" C/C, PENETRATING THROUGH INSULATION AND APPROX. 1/2" INTO CONC. MASONRY. LOCATE ALL CONDUIT �' "' '� �' A4.1 �• �• ®� AND WIRING IN FURRING SPACE, PROVIDE 1/2" GYP. BOARD INTERIOR FINISH FRROOM�1 2�ABOVE FLOOR SLAB TO AT LEAST 4" ABOVE SUSP. CEILING, 1 1 ■ _ _ F SHEINI D WI TH LIGk7ORANG P TE TURF AND-FAiNT. REFER �UL 910 FnR IIFTAII R SHFFT FP-1 - ■ 1 1 1 1 1 1 1 0 1 1 1 1 1 � 1 1 1 1 SECOND FLOOR CONSTRUCCTION:3/4" T&G PLYWOOD OPEN PLAN 1 1 DECK SHEATHING ON PRE-ENGINEERED DOUBLE TOP OFFICES PLATES1 1 PLATES PARALLEL CHORDS FLOOR TRUSSES. w n ■ 1 � 1 � 1 1 I � 1 1 1 1 OFFICE OFFICE OFFICE 1 104 104 104 T/F1R5T FLOOR SLAB ' FLOOR SLAB CONSTRUCTION: 4" THICK. 3000 P.S.I. CONCRETE FLOOR SLAB W/ 4" POLYPROPYLENE FIBER REINFORCED CONCRETE SLAB ON 1 > 1 GRADE ON VAPOR BARRIER (SEE ARCH'L. DRAWINGS) OVER COMPACTED SUBGRADE, COORD.ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITH ELEVATIONS SEE ARCH'L. DARCH'L.ANDI( / OR CIVIL DRAWINGS) TERMITEFOR ACTUAL TOP OF BTREATED COMPACTED FILL PROVIDE SAW -CUT CONTROL JOINTS 0 20 FT O.C. EACH WAY (MAX.). ,-UNLESS OTHERWISE STRUCTURAL DRAWINGS NOTED - EXPANSION SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, "EVERGUARD TPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED 1 EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING A4.2 MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS. OVER 3/4" CD -PLYWOOD DECK SHEATHING ON PRE-ENGINEERED DOUBLE TOP AND BOTTOM PLATES PARALLEL CHORDS ROOF TRUSSES. 2 A4.2 1 e ® e 1 1 1 e TOP OF Ulf It STAIR 200 STAIR 101 e 1 EXTERIOR WALL CONSTRUCTION: CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL 1 e 1 WITH LADDER TYPE HORIZ. JOINT REINFORCE PT L PROVIDE FULL HEIGHT #5aVERT. BARS N GROUT FILL TSIDES BOTH ® 1 o 1 e ROOF TRUSS B I ING DOORS SOPENINGS,N 3 ELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. CMU WALLS INTERIOR FACE: CORE FILL 500 INSULATION AND 1/2" GYPSUM BOARD OVER 1-1/2" METAL HAT CHANNEL FURRING AT 16" O.C.REFER TO PARTITION TYPES LEGEND FOR LOCATION. LL CMU WAEXTERIOR FACE FINISH 5/8' (2-COATS) CEMENTITIOUS PLASTER FINISH OVER ALL EXTERIOR CONC. AND MASONRY SURFACES. PROVIDE SPANISH TEXTURE ON WALL SURFACES THROUGHOUT, EXCEPT 'WERE RAISED SAND FINISH TRIM BANDS ARE SHOWN ON EXTERIOR ELEVATIONS. RAISED SAND FINISH PLASTER TRIM BANDS SHALL BE PAINTED A CONTRASTING 1 e e 1 1 1 ® ® o Q, 1 1 1 1 FILING CONSTRUCTION • 1SUSPENDED ACOUSTICAL CEILING TO BE 24" 1 24" TO MATCH EXISTING, INSTALLED IN 1" 1 FATE T-BAR SUSPENSION SYSTEM AT I I f' -0" A.F.F. 1 1 1 1 1 OPEN SECOND FLOOR CONSTRUCCTION:3/4" 1 �i I 1 e I 1 I 1 62 e 1— 4 i OFFICE SPACE T&G PLYWOOD DECK SHEATHING ON 1 100 PRE-ENGINEERED DOUBLE TOP PLATES 1 o e PARALLEL CHORDS FLOOR TRUSSES. e I COLOR (TO BE SELECTED BY OWNER); AND SMOOTH SAND FINISH ON WINDOW PLASTER TRIM USE "J" MOLDING FOR UNIFORM EDGES. TEXTURE CMU WALL INTERIOR FACE FINISH REFER TO ROOM FINISH SCHEDULE FOR DETAILS. T12ND— FLOOR DE tLiq - I--- i - 1— - PARALLEL TRUSS BEARING 1 1 0 CI Q � 1 1 1 1 1 1 1 1 I 1 e 1 1 1 1 1 OFFICE OPEN ACE 1 1 100 1 BEARING WALLS CONSTRUCTION 1 :5/8" GYPSUM BOARD BOTH 1 SIDES OVER 2X4 PT WOOD STUDS 1 AT 16" O.C. WITH SOUND 1 ATTENUATION IN REST 1 ROOMS AND OFFICES.. l a 1 1 OFFICE SPACE 1 F_xx_l1 o CI 1 1 e 1 1 e 1 1 e e 1 1 e 1 e 1 e 1 e 1 1 e e 1 1 e e 1 EXTERIOR WINDOWS GLASS AND FRAME: 1/4" FIXED SAFETY GLASS IN PRE -FINISH ESP ALUM. FRAMES ON ESP ALUM. PAN FLASHING. (MATCH EXISTING WINDOWS.) T/F1RST FLOOR S /� .� Lw m r. r. r. FLOOR SLAB CONSTRUCTION: 4" THICK. 3000 P.S I. CONCRETE FLOOR SLAB W L A / 4" POLYPROPYLENE FIBER REINFORCED CONCRETE SLAB ON GRADE ON VAPOR BARRIER (SEE ARCH'L. DRAWINGS) OVER COMPACTED SUBGRADE. COORD.ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS HERE OF WITH ARCH'L. DRAWINGS. (FOR ACTUAL TOP OF SLAB ELEVATIONS SEE ARCH'L. AND / OR CIVIL DRAWINGS) TERMITE -TREATED COMPACTED FILL PROVIDE SAW -CUT CONTROL JOINTS 0 20 FT O.C. EACH WAY (MAX.).. -UNLESS OTHERWISE STRUCTURAL DRAWINGS NOTED - BUILDING SECTION A3.1 SCALE: 1/4" = l'-O" nx fir NEI yiml, 1 1 1 TOILET 203 1 z 1 1 «o 1 CEILING ONSTRUCTION: SUSPEN D ACOUSTICA CEILING TO BE 2 " x 24" TO YATCH EXISTING INSTALLED IN 1" WHITE T-BAR SPENSION SYSTEM AT 9'-O" A..F. II II OFFICE 1 1 OFFICE OFFICE OFFICE 104 11 1 105 1 FI-06-1107 INTERIOR (1) HR. FIRE RATED WALL CONS TRUCTION:CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL CLASSIFICATION D-2 (IN EXACT CONCORDANCE W/ UL DESIGN # 0906 REFER TO FP-1 FOR DETAILS )WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. CMU WALL EXTERIOR FACE FINISH 5/8" (2-COATS) CEMENTITIOUS PLASTER FINISH OVER ALL EXTERIOR CONC. AND MASONRY SURFACES. PROVIDE SPANISH TEXTURE ON WALL SURFACES THROUGHOUT, EXCEPT WHERE RAISED SAND FINISH TRIM BANDS ARE SHOWN ON EXTERI01 ELEVATIONS. RAISED SAND FINISH PLASTER TRIM BANDS SHALL BE PAINTED A CONTRASTING COLOR (TO BE SELECTED BY OWNER); AND SMOOTH SAND FINISH ON WINDOW PLASTER TRIM USE "J" MOLDING FOR UNIFORM EDGES. 'TEXTURE CMU WALLS INTERIOR FACE AT OFFICE SPACE:CORE FILL 500 INSULATION AND 1/2" GYPSUM BOARD OVER 1-1/2" METAL HAT CHANNEL FURRING AT 16' O.C.REFER TO PARTITION TYPES LEGEND FOR LOCATION.REFER TO ROOM FINISH SCHEDULE FOR DETAILS. CMU WALLS INTERIOR FACE AT STAIR SPACE: CORE FILL 500 INSULATION AND PAINT APPLY DIRECTLY ON CMU, REFER TO PARTITION TYPES LEGEND FOR LOCATION.REFER 'TO ROOM FINISH SCHEDULE FOR DETAILS, 1 1 1 1 1 1 1 OFFICE 1 208 11 1 1 1 1 1 1 OFFICE 1 108 11 3 1 STANDING SEAM METAL ROOFING PANELS1 e PRE-FAB OVER 5/8" CD-X PLYWOOD SHEATHING W/EDGE CLIPS BET. 2X4 e 1 PRE-ENGINEERED WOOD TRUSSES 0 24" 1 1 O.C. 1 e 1 e e ROOF TRUSS BEARING _ e ff-7F o I 1 e ' EXTERIOR WINDOWS GLASS AND o II FRAME:1/4" FIXED SAFETY GLASS - e IN PRE -FINISH ESP ALUM. FRAMES ON ESP ALUM. PAN FLASHING. (MATCH EXISTING EXTERIOR WALL CONSTRUCTION: CMU WALL WINDOWS.) CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE o BRIDGE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. N F211 I1 PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT T/2ND FLOOR DECK FILL AT BOTH SIDES OF ALL WINDOWS AND 4 1 DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. .i CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO e STRUCTURAL DRAWINGS FOR DETAILS. 1 o N CMU WALLS INTERIOR FACE: CORE FILL 500 1 ;n INSULATION AND 1/2" GYPSUM BOARD OVER 1-1/2" METAL HAT CHANNEL FURRING AT 16" O.C.REFER TO PARTITION TYPES LEGEND FOR 1 LOCATION. CMU WALL EXTERIOR FACE FINISH 5/8" (2-COATS) CEMENTITIOUS PLASTER FINISH OVER EXTERIOR WINDOWS GLASS AND ALL EXTERIOR CONC. AND MASONRY SURFACES. FRAME:1/4" FIXED SAFETY GLASS PROVIDE SPANISH TEXTURE ON WALL SURFACES IN PRE-FINISH ESP ALUM. THROUGHOUT, EXCEPT WHERE RAISED SAND FRAMES ON ESP ALUM. PAN FINISH TRIM BANDS ARE SHOWN ON EXTERIOR II FLASHING. (MATCH EXISTING ( n ELEVATIONS. RAISED SAND FINISH PLASTER TRIM Cd! WINDOWS.) BANDS SHALL BE PAINTED A CONTRASTING COLOR (TO BE SELECTED BY OWNER); AND 1 SMOOTH SAND FINISH ON WINDOW PLASTER TRIM USE "J" MOLDING FOR UNIFORM EDGES. TEXTURE CMU WALL INTERIOR FACE FINISH REFER TO N BRIDGE 1 ROOM FINISH SCHEDULE FOR DETAILS, gg - T/FlRST FLOOR SLAB IV BRIDGE i 1 1A CRUSS SECTIOM � A3.1 SCALE: 3/16" = l'-O" IZ=tT/F1RST GRAVEL OVER FLOOR SLAB 1 _ _ _ _ _ _ _ _ _ _ % / \\\\N,/, \\ \//\// ��//�\�//�\\///\ / /�/f / / / / OUND DRAIN EXPANSION SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED "EVERGUARD 'FPO" "GAF 4.3 SINGLE -PLY MEMBRANE SYSTEM, BY MATERIALS e 1 CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED 1 EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING 1 MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS. OVER 3/4" 1 GABLE END CONSTRUCTION: 7/8" CEMENTITIOUS 1 CD -PLYWOOD DECK SHEATHING ON PRE-ENGINEERED DOUBLE 'TOP AND BOTTOM PLASTER OVER PVC -LATH ON 1/2" CD-X PLYWOOD 1 PLATES PARALLEL CHORDS ROOF TRUSSES. 1 OVER 2X8 PT WOOD FRAMING WALL SET ON EXISTING e 2 1 PARAPET ANCHOR W/5/8" EXPANSION BOLT WITH /� ■� ®e ®®I ®� s ®®®® a m mm ® ® e m s - ® w m mA4.3 EPDXY JOINT . PROVIDE 2X6 FASCIA BOARD AT THE I ■ TOP AND ESP METAL FLASHING IN THE BOTTOM 1 1 1 e 1 1 1 STANDING SEAM METAL 1 1 TOP OF WL PARAPET 1�4 ROOFING PANELS 1 EXTERIOR WALL CONSTRUCTION: CMU WALL PRE-FAB OVER 2X CONSTRUCTION: 8" CONCRETE BLOCK WALL ENGINEERED PREWOOD o WITH LADDER TYPE HORIZ. JOINT REINFORCE TRUSSES ©24" O.C. ' (EQUIV. TO 'DUR-O-WALL") AT 16" C.0 VERT, PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT I FILL AT BOTH SIDES OF ALL WINDOWS AND 1 ROO1 I�TTRU55 BEARING DOORS OPENINGS, IN 3 CELLS AT ALL MASS. ® R_0_ TRU55 BEARING 1 1 H CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO 1 1 1 (2) HOURS FIRE RATED CEILING ASSEMBLY: IN STRUCTURAL DRAWINGS FOR DETAILS. CMU WALLS EXACT CONCORDANCE W/UL DESIGN NUMBER 1 2ND FL CEILING LEVEL INTERIOR FACE: CORE FILL 500 1 e I P522 REFER TO FIRE PROTECTION DRAWINGS FOR 141 - - INSULATION AND 1/2" GYPSUM BOARD OVER 1 ® DETAILS. PROVIDE R-11 FIBERGLASS BATT 1-1/2" METAL FIAT CHANNEL FURRING AT 16" - al BRIDGE 211 e CEILING CONSTRUCTION: 1 INSULATION BETWEEN STUDS. 1 O.C.REFER TO PARTITION TYPES LEGEND FOR LOCATION. SUSPENDED ACOUSTICAL CEILING TO BE 24" 1 1 CMU WALL EXTERIOR FACE FINISH 5/8" bi 1x 24" TO MATCH EXISTING, INSTALLED IN 1" (2-COATS) CEMENTITIOUS PLASTER FINISH OVER a' 1 WHITE T-BAR SUSPENSION SYSTEM AT 1 i' 1 ALL EXTERIOR CONC. AND MASONRY SURFACES. -0" A.F.F. ® 1 1 PROVIDE SPANISH TEXTURE ON WALL SURFACES e e THROUGHOUT, EXCEPT WHERE RAISED SAND e FINISH TRIM BANDS ARE SHOWN ON EXTERIOR 1 1 ELEVATIONS. RAISED SAND FINISH PLASTER TRIM OPEN PLAN SECOND FLOOR CONSTRUCCTIUN:3/4" BANDS SHALL BE PAINTED A CONTRASTING OFFICE SPACE T&G PLYWOOD DECK SHEATHING ON 1 1 7 209 PRE-ENGINEERED DOUBLE TOP PLATES 1 STAIR ` 1 COLOR (TO BE SELECTEU BY UWNER); ANU SMOOTH SAND FINISH ON WINDOW PLASTER TRIM 1 PARALLEL CHORDS FLUOR TRUSSES. 1 200 Ni 1 USE "J" MOLDING FOR UNIFORM EDGES. TEXTURE 1 CMU WALL INTERIOR FACE FINISH REFER TO - - - - - - T/2ND FLOOR DECK I ROOM FINISH SCHEDULE FOR DETAILS. RIPARALLEL TRUSS BEARING a, 1 - e 1 O N e O 1ti ST FL CEILING LEVEL 1 1 1 1 1 1 1 1 1 i e 1 1 1 ' 17­ CDe EXTERIOR DOOR: 16 GA. H/M EGRESS DOOR W/(2) HALF TOP AND BOTTOM 1 GLASS PANEL BY "STEELCRAFT" OR 1 OPEN PLAN APPROVED EQUAL, REFER TO DOOR OFFIC; SPACE HA,OLoAY; STAIR ;SCHEDULES FOR DETAILS. j 1 1 1 N 1 _ _ _ -I . - 1-4aja RSA FLOOR SLAB 1 / I I� FLOOR SLAB CONSTRUCTION: 4" HICK. 3000 P.S.I. CONCRETE FLOOR f j SLAB W 4" POLYPROPYLENE FIBER REINFORCED CONCRETE SLAB ON I-- TXnucr nnnv Cl eu \ -GRADE- ON-VAPOR-BARRtEf�- f SEE-ARCttt-DRAWNG5} OVER 66MPA ' - _ - _ _ _ _ _ _ _ //`�\//\//\//\/�/�//`/�/\//�� //%//%//%//%/ SUBGRADE. COORD.ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS 1 %/i./i./i./i,/i /n/i / \\\\\\\\\\ 1 THERE OF WITH ARCH'L. DRAWINGS. (FOR ACTUAL TOP OF SLAB e \ ELEVATIONS SEE ARCH'L. AND / OR CIVIL DRAWINGS) TERMITE -TREATED ®®®m e m w w w ®® COMPACTED FILL PROVIDE SAW -CUT CONTROL JOINTS 0 20 FT U.C. EACH WAY (MAX.).. -UNLESS OTHERWISE STRUCTURAL DRAWINGS NOTED - BUILDING SECTION A3.1 SCALE: 1/4" = l'-O" BRIDGE 99 1 No. Date RevWon Approved No.1 Date RevWm I Approved DeWWwd by. I I CUrnF�.�►TM ® Drawn by: EADAM 01/06 sce�x as rFD e o MOON 7O EOOTONO C IPH o UOL�DON8 d'� sheet wo. ® ® ChecMd . V.Tm / Da* DECEM M e a � • � �'�'"°�' �� b'y' � CEO U� OF OG�G='OG3D � o 8 Aptoved by: i ,W No. c:ea� �C�tIOMn OO LAG COO MMn ll'Yo �'L�OG3IIDQ� «..;��.:��,�,�� 2 QUe�De�O O�c��OO�O e 0 © ® Cert ywca a oJAx�wrFs art No. rl 5 FIe; A8.1 rra.aMlas�.w n..4m mn f 9 6 F-AKKFL r__ 121'-4" 33 ROOF TRUSS BEARING 2ND FLOOR CEILING LEVEL 26 _ V2ND FLOOR DESK 112 -4" PARALLEL TR EARING 111'-T 1ST FLOQR CEILING LEVEL 109'-0" L/OF PARAPET 127'-412 ° Ff EXISTING RAPET TO KEYNOTES 01 1 j PRESERVE 03 04 t> 1 SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE —PLY MEMBRANE SYSTEM, "EVERGUARD TPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECS. 2 INSULATION: R-30 FIBERGLASS BATT INSULATION W/KRAFT BACK VAPOR BARRIER. 3 ROOF DECK SHEATHING: 3/4" T&G CD—X PLYWOOD ROOF DECK SHEATHING, INSTALLED WITH #8d CALV. RING SHANK NAILS, AT 6" C/C ALONG ALL PANEL EDGES AND 12" C/C ALONG ALL FRM'G. MEMBERS THROUGHOUT FIELD. S 4 PRE—ENGINEERED 2XPT WD. PARALLEL TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 2'-0" O.C. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. z 5 SECOND FLOOR DECK SHEATHING: 3/4" T&G CD—X PLYWOOD DECK, OVER PRE—ENGINEERED 2XPT WD. PARALLEL V) TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 2'-0" O.C. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. 5A 3/4" T&G PLYWOOD DECK OVER 2X10 PT WD JOIST SPACING AT 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS, OF USS ARIN 6 SIMPSON PLATED TRUSS CODE REF. 26 REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 7 SIMPSON EMBEDDED TRUSS ANCHOR REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 3'— a 8 2X6 PT WOOD DECK LEDGER ANCHOR W/1/4"dX6" EMBEDDED HYLTI HIT HY150 EPDXY ANCHOR BOLTS AT 32" O.C. 9 ESP ALUM. CLIP AND CAP TO MATCH EXISTING. 9A PROVIDE GONE ALUM FLASHING BETWEEN BUILDING JOINTS AS REQUIRED. PROVIDE NEOPRENE AND CAULK BETWEEN VERTICAL JOINTS 10 E.I.F.S. CORNICE TRIM TO MATCH EXISTING. 11 PARAPET CONSTRUCTION: 5/8" (2) COATS CEMENTITIOUS PLASTER OVER REINFORCED W1#5 PRECAST "U" CONCRETE TOP LINTEL OVER CMU WALL PARAPET. 12 EXTEND MECHANICALLY ATTACHED SINGLE —PLY MEMBRANE SYSTEM, UP TO VERTICAL WALL, INSTALLED PER MFR. SPEC'S.REFER TO A1.3. 13 EXTEND MECHANICALLY ATTACHED SINGLE —PLY MEMBRANE SYSTEM, BASE SHEET DOWN FACE OF P.T.EDGE 2 FLO CE G L EL BLOCKING AND OVER FACE OF WALL, 121' 4" 14 COMPOSITION CANT STRIP, CONTIN. ALONG WALLS. CANT STRIP HEIGHT SHALL BE 4" MAX., CANT STRIP SHALL BE ANCHORED TO ROOF DECK, BUT STRUCTURALLY ISOLATED FROM VERTICAL WALL (TO ACCOMMODATE ROOF DECK MOVEMENT RELATIVE TO WALL). ROOF MEMBRANE SHALL NOT BE ADHERED TO THE CANT STRIP. MECHANICALLY ATTACHED SINGLE —PLY MEMBRANE SYSTEM, SHALL ALSO NOT BE ADHERED TO THE ROOF DECK FOR A DISTANCE OF 2" FROM THE EDGE OF THE CANT STRIP, AND SHALL NOT BE ADHERED TO THE WALL FOR A DISTANCE OF 2" BEYOND THE TOP EDGE OF THE CANT STRIP. 15 2X WOOD BLOCKING. 16 NOMINAL 6"X6"X20 CA (LARGE CAPACITY) ALUM, GUTTER XI'TIN' ALL W/ E.S.P. FINISH. PROVIDE CONT. PRE FINISH METAL FLASHING & DRIP EDGE ANCHOR TO P.T. EDGE WD. BLOCKING 0 PRESE W/SCREWS & FERRULES ® 2'-8" O.C. REFER TO EXTERIOR ELEVATION FOR LOCATION & ANCHORAGE OF DOWNSPOUT. 17 NOMINAL 3"X4"X20 GA ALUM. DOWNSPOUT. W/ E.S.P. FINISH. REFER TO ROOF PLAN FOR LOCATION & A1,2.3 FOR ANCHORAGE DETAILS. 18 PROVIDE "W—SHAPE" PLASTIC CONTROL JOINT AT DIFFERENT MATERIALS BY " PLASTIC COMPONENTS, INC. OR APPROVED EQUAL.REFER 'TO A6.1 FOR DETAILS. 19 WALLS INSULATION: R-11 FIBERGLASS BATT INSULATION W/KRAFT BACK VAPOR BARRIER. 19A SOUND ATTENUATION: PROVIDE 2'-0" ABOVE CEILING TILES IN BOTH SIDES OF OFFICES PARTITION R-11 FIBERGLASS BATT INSULATION W/KRAFT BACK VAPOR BARRIER. 20 2—COURSE MASONRY BOND BEAM W/#5 BAR IN GROUT FILL KNOCKOUT BLOCK AT EACFI COURSE (TYP. THROUGHOUT UNLESS OTHERWISE NOTED). 21 1—COURSE MASONRY WITH #5 BAR IN GROUT FILL KNOCKOUT BLOCK AT END COURSE (TYP. THROUGHOUT UNLESS OTHERWISE NOTED). ' 22A EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR—O—WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 1 22B CMU WALLS INSULATION: PROVIDE CORE FILL 500 INSULATION. 1 22C CMU WALL EXTERIOR FACE FINISH 5/8" (2—COATS) CEMENTITIOUS PLASTER FINISH OVER ALL EXTERIOR GONG. AND MASONRY SURFACES. PROVIDE SPANISH TEXTURE ON WALL SURFACES THROUGHOUT, EXCEPT WHERE RAISED SAND FINISH TRIM BANDS ARE SHOWN ON EXTERIOR ELEVATIONS. RAISED SAND FINISH PLASTER TRIM BANDS SHALL 1 BE PAINTED A CONTRASTING COLOR (TO BE SELECTED BY OWNER); AND SMOOTH SAND FINISH ON WINDOW PLASTER 1 TRIM USE "J" MOLDING FOR UNIFORM EDGES. TEXTURES AND COLOR TO MATCH EXISTING 23A INTERIOR (1) HR. FIRE RATED CMU WALL CONSTRUCTION: CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL CLASSIFICATION D-2 (IN EXACT CONCORDANCE W/ UL DESIGN # 0906 REFER TO FP-1 FOR DETAILS )WITH LADDER 1 TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR—O—WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. T 2M_ F R K _ BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 112- " (1) FIR. FIRE RATED CMU WALL FACED AT STAIR SPACE•CORE FILL 500 INSULATION AND PAINT APPLY DIRECTLY 1 ON CMU, REFER TO PARTITION TYPES LEGEND FOR LOCATION.REFER TO ROOM FINISH SCHEDULE FOR DETAILS. 23B 4 HR/ FIRE RATED CMU WALL CONSTRUCTION : 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR—O—WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL 1 AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C 1 THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. REFER TO UL#U910 FOR DETAILS, SHEET FP-1 P I LEI_ TR S FAR 24A CMU WALLS INTERIOR FACE CONSTRUCTION: PROVIDE 1/2" GYP. BOARD INTERIOR FINISH FROM 1/2" ABOVE FLOOR SLAB TO AT LEAST 4" ABOVE SUSP. CEILING, FINISHED WITH LIGHT ORANGE PEEL TEXTURE AND PAINT OVER 1 7/8"FOR INFERIOR CMU WALLS AND 1-1/2" FOR EXTERIOR CMU WALLS METAL FIAT CHANNEL FURRING AT 16" 1 O.C.REFER TO PARTITION TYPES LEGEND FOR LOCATION AND REFER TO ROOM FINISH SCHEDULE FOR DETAILS.LOCATE ALL CONDUIT AND WIRING IN FURRING SPACE. 25A CEILING CONSTRUCTION: SUSPENDED ACOUSTICAL CEILING TO BE 24" x 24" WHITE TEGULAR EDGE ACOUSTICAL 1 LAY —IN TILES TO MATCH EXISTING, INSTALLED IN 1" WHITE T—BAR SUSPENSION SYSTEM AT 9'-0" A.F.F. 1 25D (2) HOURS FIRE RATED CEILING ASSEMBLY: IN EXACT CONCORDANCE W/UL DESIGN NUMBER P522 REFER TO FIRE PROTECTION DRAWINGS FOR DETAILS. PROVIDE R-11 FIBERGLASS BATE INSULATION BETWEEN STUDS. 26 "U" MAS. LINTEL ABOVE WINDOW AND DOORS HEAD W/# 5 BAR IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S. 1 NOTED. (SEE STRUCTURAL DRWNG'S.) 1 T EL('E NG L EL 26A CONCRETE PRECAST "U" LINTEL HEAD W/# 5 BAR, IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S. NOTED, (SEE 109 " STRUCTURAL DRWNG'S.) 26B 8"X8" KNOCK OUT BLOCK, PROVIDE #5 BAR IN GROUT FILL AT BOTH COURSES, OTHERWISE STRUCTURAL DRWNG'S. NOTED. (SEE STRUCTURAL DRWNG'S.) 27 PROVIDE GYP. BOARD RETURN AT WINDOW AND DOOR HEAD AND JAMB RETURNS AS NOTED, TO BE TYPE M—R (MOISTURE RESISTANT) BOARD. (TYP. THROUGHOUT). AT WINDOW OPENINGS, PROVIDE BACKED MASTIC SEALANT (MIN. 2 CONTIN. BEADS TO SEPARATE GYP. BOARD FROM MASS.. SURROUND), AND PROVIDE 2X6 P.T. WOOD BLOCKING AT WINDOW HEAD, EXTENDING AT LEAST 8" BEYOND RGH. OPENING AT EACH END (FOR FUTURE ANCHORAGE OF BLINDS BY OWNER). PROVIDE CONTIN. P.T. BLOCKING BELOW MARBLE SILL. z 28 PROVIDE CALV. MTL. "J" MOLD. WHERE PLASTER FINISH ABUTS ALUM. STOREFRONT FRAME. PROVIDE 1/4" UNIFORM JOINT, FILLED WITH WATERPROOF SILICONE SEALANT. LEAVE NEAT 3/8" JOINT BETWEEN EDGE OF PLASTER GROUND AND ALUM. FRAME AND FILL JOINT W/CONT. SEALANT BEAD. c� 29 PROVIDE TOOLED DRIP GROOVE CONTIN. ALONG UNDERSIDE OF PLASTER. 30 7/8" STUCCO PLASTER OVER PVC —LATH ON 5/8" CD—X PLYWOOD NAILED TO 2X4 PT WOOD FRAME. u 31 EXTERIOR WINDOWS GLASS AND FRAME:1/4" FIXED SAFETY GLASS IN PRE —FINISH ESP ALUM. FRAMES ON ESP ALUM. PAN FLASHING. (MATCH EXISTING WINDOWS.) 32 PRE —FINISHED .125 INCH THK. E.S.P. ALUM. PAN SILL ON ALUMINUM FLASHING SET IN BED OF SEALANT AND SHIMS. 33 6"X6" FOAM INSERTS TO MATCH EXISTING REFER TO ELEVATIONS FOR DETAILS. 34 CONT. (SEAMLESS) 5-3/4" X 3/4 CONT. MARBLE INTERIOR WINDOW SILL, WITH BULLNOSE TOP EDGE AND "EASED" kc ISTIRG L BOTTOM EDGE, SET IN NON —SHRINK GROUT AND SEAL JOINT WITH GROUT WHERE SILL ABUTS ALUM. T ESERV 35A BASE BID: NON BEARING INTERIOR PARTITION CONSTRUCTION: 1/2" GYP. BOARD ON BOTH SIDES INSTALLED W/ 1" LONG TYPE SELF —TAPPING STL. SCREWS SPACED AT 8" C/C ALONG BOARD EDGES AND 012" C/C IN FIELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW HEADS. EXTEND GYP. BOARD TO TOP OF THE STUDS PREP GYP. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT OVER 2X4" OR 2X6" WD. STUD © 16" O.C. W/DOUBLE 2X4 or 6" TOP PLATE ANCHOR 4' C/C MAX.. PROVIDE R-11 FIBERGLASS BAIT INSULATION FOR SOUND ATTENUATION IN RESTROOMS AND OFFICES. 358 ALTERNATE BID: NON BEARING INTERIOR PARTITION CONSTRUCTION: 3-5/8" or 6" xMIN. 20 GA. CALV. METAL TOP RUNNER W/MIN 1" RETURN LEGS. ANCHOR 4' C/C MAX. 3-5/8" OR 6"X20 GA. GALV. METAL STUD 0 16" O.C. 1/2" GYP. BOARD ON BOTH SIDES INSTALLED W/ 1" LONG TYPE SELF —TAPPING STL SCREWS SPACED AT 8" C/C ALONG BOARD EDGES AND 012" C/C IN FIELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW HEADS. EXTEND GYP. BOARD -f0 TOP OF THE STUDS PREP GYP. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT. PROVIDE R-11 FIBERGLASS BATT INSULATION FOR SOUND ATTENUATION IN RESTROOMS AND OFFICES. 36 REFER TO A5.2 FOR STAIR AND HANDRAIL DETAILS. 37 INTERIOR DOOR AND FRAME: REFER 'TO A7.1 DOORS SCHEDULES AND DETAILS. 38 180 MIN. FIRE RATED DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. 38A 45 MIN. FIRE RATED DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. 38B EXTERIOR DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS., 38C EXTERIOR DOOR: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. 39 FLOOR FINISH. (REFER FINISH SCHEDULE A7.1 FOR DETAILS) rllj�p: 40 40 v 40 40 40 REFER TO A7.1 ROOM FINISH SCHEDULES FOR WALL BASE DETAILS. 41 REFER TO A76.1 FOR THRESHOLD DETAILS. _ > FIRST FLOOR SLAB 39 39 39 39 42 FLOOR SLAB CONSTRUCTION: 4" THICK. 3000 P.S.I.. CONCRETE FLOOR SLAB W/6X6 #10/10 W.W.F. 6 MIL 1 QQ,_p„ 42 42 42 42 POLYETHYLENE VAPOR BARRIER (LAPPED AND SEALED) TERMITE —TREATED COMPACTED FILL PROVIDE SAW —CUT �— CONTROL JOINTS © 15 FT. O.C. EACH WAY (MAX.). REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 43 UNDERGROUND DRAIN OR SPLASHBLOCK, REFER TO 3A AND 3B SHEET A1.3 FOR DETAILS. 44 REINFORCED RCE CONCRETE FOOTING REFER TO STRUCTURAL —ORAL FOUNDATION DA PLAN FOR SI ZE DEPTH AND REINFORCING r. , • D _ ,>. • . , ,a < 1 � INSTALLED OVER TERMITE —TREATED FILL COMPACTED TO 98% S.P.M.D.8 MIL VAPOR BARRIER OTHERWISE STRUCTURAL _ FR GS D. > _ _ _ _ _ _ _ • > A 9 a 1 g 1 00 —0 45 WOODNFRAMINGEWALL: 7/8" (3) COATS STUCCO PLASTER OVER PVC LATH ON 1/2" CD—X PLYWOOD ON 2X6 PTC — — - — WOOD FRAMING WALL W/1/2" GYPSUM BOARD INTERIOR FACE OVER 2X PT WD. FURRING AT 16" U.C.,PRUVIUE R-13 — —I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ / / / / \ \ \ \ \ \//\\//\\//\ \ / < �: <• E FIBERGLASS GATT INSULATION W/ PAPER BACK VAPOR BARRIER. \ \ \ 46 STANDING SEAM METAL ROOFING PANELS PRE—FAB OVER 2X PRE—ENGINEERED WOOD TRUSSES 024" U.C. x x X 7­ �O — — — — — — — — — — — _ _ T OF PARAPET _ 13 127-4 ° 04 01 01 U1 03 04 03 04 01 03 03 04 04 04 04 w V, w w 06 <a> 06 06 7/7 02 02 20 2 20 02 a 2' 0" z'-o" cV j 9 (14 � 5 5 4 4 4 _ � 3 36 oI L =jl 0 — 5 5 1 / ° I ° U 40 40 40 40 39 39 39 39 0517 05 05 05 08RE 04 04------------- 04 Fi------------- �' �t n 06 - 06 06 I � 08 08---— 0 ----------0 — 6, — jh� 36------------- 04 36 a N ------------- I 2'-0" 2'-0" o — — — — — — — ------------ 5 Y— — — — — — — — — — — — — 5 4 3 3 CJ CJ CO CJ I i i I I Q, o J 0 5 5 to I 1 1 � 40 1 39 74 1 05 04 06 �1 08 1 1 1 1 1 1 1 2 3 WALL SECTION WALL SECTION- WALL SECTION 4 WALL SECTION A4.1 SCALE: 1/4" = 1'—O" A4.1 SCALE: 1/4" = 1'—O" A4.1 SCALE: 1/4" = V—O" A4.1 SCALE: 1/4" = 1'-0" No. Date RevWw Approved No. Date Revleim Approved mod by / Scab: ��-�" e o a awawa�r. COMFMTM o ® Drawn by. EALDANA 01/06 ABB0700M `�0 �(J��'D�1CG CPH BUOL 05HO ___ ____ ShodNo. ® ® ChKked . V.TAN / Datr DEMA 2004 e a A � �, CO O`er 00 G ��f�OO G3D NP e ® ® Appr+aVed by: / Job NO. C8632 w w w . o r • g i. • • r s ��` �'�' SEC�U00�� e /_� - a © ®_ 9 C .e�d=N � F>is: a4.� SL�NNOO LAC COO UN 11�01�f�0O Q[1D� #m0 (-2sFMMNL7##AU (cam c 10 low w •� T/OF PARAPET T/OF PARAPET I 9 I 10S� 127'-4" 127'-4" — 12 1 13 ° 01 04 1 11 1 15 04 01 30 03 1 1 33 1 1 2C � A6.1 1 1 2 15 04 W w 1 04 1 33 30 1 la 07 1 06 1 1 ROOF TRUSS BEARING ROOF TRUSS BEARING 123'-4" 20 1 \ 20 123'-4' L17 02 02 1 33 N N 1 2ND FLOOR CEILING LEVEL 1 2ND FLOOR CEILING LEVEL 121'-4" 26 1 121'-4 •' &5j 4\_ �0> 1 � 1 T281� 28 27 27 29 31 31 2 A1.3 31 31 32 34 34 32 21 A6.2 21 4 1 4 2 �- I Q o I 33 40 I� OWN m - I® 7397 .. ® - I 2 1� 1 T 2ND FLOOR DECK I t I T/2ND FLOOR DECK 112'-4„ —1 — / — — 112,-4, 1 20 20 1 PARALLEL T USS BEARING PARALLEL TRUSS BEARING 04— 1 I 06 1 06 I 33 1 08 1 0 0 08 1 I 1 N N I 1 ST FLOOR OILING LEVEL 1ST FLOOR CEILING LEVEL 109'-0" 1 109,_0„ 1 1 28 5 5 28 1 29 27 1 27 29 1 1 1 1 1 1 1 1 1 1 1 1 1 31 1 31 1 1 a a 1 1 1 1 1 1 1 1 o a 1 1 1 1 1 1 1 1 1 32 34 1 34 32 1 1 2 1 2 4 2 1 I 40 1 40 39 1 39 II 1 43 I I 42 42 T FIRST FLU R SLAB II 1 II T FIRST FLOOR SLAB 100,_0 „ — 100 -a „ 44 \/ KEYNOTES 1 ST EM. MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM,"EVERGUARD STANDING SEAM METAL ROOFING PANELS TPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED EQUAL PRE-FAB OVER 5/8" CD-X PLYWOOD OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACIURER'S SHEATHING SPECS. EDGE CLIPS BET. 2X4 2 INSULATION: R-30 FIBERGLASS BATT INSULATION W/KRAFT BACK VAPOR BARRIER, PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. HURRICANE TIES AT 3 ROOF DECK SHEATHING: 3/4" T&G CD-X PLYWOOD ROOF DECK SHEATHING, INSTALLED WITH #8d GALV. RING BEARING POINTS i SHANK NAILS, AT V C/C ALONG ALL PANEL EDGES AND 12" C/C ALONG ALL FRM'G. MEMBERS THROUGHOUT FIELD. 4 PRE-ENGINEERED 2XPT WD. PARALLEL TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 2'-0" O.C. REFER ROOF TRUSS BEARING TO STRUCTURAL DRAWINGS FOR ROOF FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. 5 SECOND FLOOR DECK SHEATHING: 3/4" T&G CD-X PLYWOOD DECK, OVER PRE-ENGINEERED 2XPT WD. PARALLEL 122'-4" TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. 5A 3/4" T&G PLYWOOD DECK OVER 2X10 PI WD JOIST SPACING AT 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. 6 SIMPSON PLATED TRUSS CODE REF. 26 REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 7 SIMPSON EMBEDDED TRUSS ANCHOR REFER TO STRUCTURAL DRAWINGS FOR DETAILS. T1-11 STAIN ° 5 OZ ° oO 9 ESP ALUMOODIP DECK LEDGERCAP 'TUANCHORMATCH W/l/4 G.X6" EMBEDDED HYLTI HfI HY150 EPDXY ANCHOR BOLTS AT 32" O.C. CEDAR SOFFIT 9A PROVIDE CUNT. ALUM FLASHING BETWEEN BUILDING JOINTS AS REQUIRED. PROVIDE NEOPRENE AND CAULK BETWEEN 24 GA. ALUM. VERTICAL JOINTS 10 E.I.F.S. CORNICE TRIM TO MATCH EXISTING. ON 2X6 PT METAL 11 PARAPET CONSTRUCTION: 5/8" (2) COATS CEMENTITIOUS PLASTER OVER REINFORCED Wl# 5 PRECAST "U" CONCRETE FASCIA BOARD TOP LINTEL OVER CMU WALL PARAPET. • • 12 EXTEND MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, UP TO VERTICAL WALL, INSTALLED PER MFR. SPEC'S.REFER TO A1.3. 13 EXTEND MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, BASE SHEET DOWN FACE OF P.T.EDGE BLOCKING AND OVER FACE OF WALL. 14 COMPOSITION CANT STRIP, CONTIN. ALONG WALLS. CANT STRIP HEIGHT SHALL BE 4" MAX., CANT STRIP SHALL BE ANCHORED TO ROOF DECK, BUT STRUCTURALLY ISOLATED FROM VERTICAL WALL (TO ACCOMMODATE ROOF DECK MOVEMENT RELATIVE TO WALL). ROOF MEMBRANE SHALL NOT BE ADHERED TO THE CANT STRIP. MECHANICALLY AA ATTACHED SINGLE -PLY MEMBRANE SYSTEM, SHALL ALSO NOT BE ADHERED TO 'THE ROOF DECK FOR A DISTANCE OF 2" FROM THE EDGE OF THE CANT STRIP, AND SHALL NOT BE ADHERED TO THE WALL FOR A DISTANCE OF 2" BEYOND THE TOP EDGE OF THE CANT STRIP. 15 2X WOOD BLOCKING. 40 16 NOMINAL 6"X6"X20 GA (LARGE CAPACITY) ALUM. GUTTER 39 i 21 o W/ E.S.P. FINISH. PROVIDE CONT. PRE FINISH METAL FLASHING & DRIP EDGE ANCHOR TO P.T. EDGE WD. BLOCKING 2 N W/SCREWS &FERRULES 0 2'-8" O.C. REFER TO EXTERIOR ELEVATION FOR LOCATION & ANCHORAGE OF DOWNSPOUT. 5A 17 NOMINAL 3"X4"X20 GA ALUM. DOWNSPOUT. W/ E.S.P. FINISH, REFER TO ROOF PLAN FOR LOCATION & A1.2.3 FOR BRIDGE I 2 ANCHORAGE DETAILS. T/2ND FLOOR DECK I 210 2 18 APPRPROVIOVED EQUA .REFER TO A6.DE "W-SHAPE" PLASTIC OINFOR LDETAILS. JOINT AI DIFFERENT MATERIALS BY "PLASMIC COMPONENTS, INC. OR 112'-4" / 19 WALLS INSULATION: R-11 FIBERGLASS GATT INSULATION W/KRAFT BACK VAPOR BARRIER. 19A SOUND ATTENUATION: PROVIDE 2'-0" ABOVE CEILING TILES IN BOTH SIDES OF OFFICES PARTITION R-11 FIBERGLASS BATT INSULATION W/KRAFT BACK VAPOR BARRIER. 20 2-COURSE MASONRY BOND BEAM W/#5 BAR IN GROUT FILL KNOCKOUT BLOCK AT EACH COURSE (TYP. THROUGHOUT UNLESS OTHERWISE NOTED). 0 0 21 1-COURSE MASONRY WITH #5 BAR IN GROUT FILL KNOCKOUT BLOCK AT END COURSE (TYP. THROUGHOUT UNLESS CV N OTHERWISE NOTED). 3/4" CD-X PLYWOOD T 5/8" GYPSUM BOARD 22A EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER TYPE & G OVER 2X10" PT WD CEILING W/KNOCKOUT HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS JOIST AT 16" O.C. IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT b TEXTURE ,PAINTED. �TfiTRU�SS INC 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 220 CMU WALLS INSULATION: PROVIDE CORE FILL 500 INSULATION. 22C CMU WALL EXTERIOR FACE FINISH 5/8" (2-COATS) CEMENTITIOUS PLASTER FINISH OVER ALL EXTERIOR CONC, AND MASONRY SURFACES. PROVIDE SPANISH TEXTURE ON WALL SURFACES THROUGHOUT, EXCEPT WHERE RAISED SAND FINISH TRIM BANDS ARE SHOWN ON EXTERIOR ELEVATIONS. RAISED SAND FINISH PLASTER TRIM BANDS SHALL BE PAINTED A CONTRASTING COLOR TO BE SELECTED BY OWNER); AND SMOOTH SAND FINISH ON WINDOW PLASTER TRIM USE "J" MOLDING FOR UNIFORM EDGES. TEXTURES AND COLOR TO MATCH EXISTING 23A INTERIOR (1) HR. FIRE RATED CMU WALL CONSTRUCTION: CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL 'oI CLASSIFICATION 0-2 (IN EXACT CONCORDANCE W/ UL DESIGN # 0906 REFER TO FP-1 FOR DETAILS )WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "OUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS., CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. (1) FIR. FIRE RATED CMU WALL FACED AT STAIR SPACE: CURE FILL 500 INSULATION AND PAINT APPLY DIRECTLY ON CMU, REFER TO PARTITION TYPES LEGEND FOR LOCATION.REFER TO ROOM FINISH SCHEDULE FOR DETAILS, 238 4 HR/ FIRE RATED CMU WALL CONSTRUCTION : 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT ° REINFORCE (EQUIV. TO "OUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. REFER TO UL#U910 FOR DETAILS, SFIEET FP-1 24A CMU WALLS INTERIOR FACE CONSTRUCTION: PROVIDE 1/2" GYP. BOARD INTERIOR FINISH FROM 1/2" ABOVE FLOOR SLAB TO AT LEAST 4" ABOVE SUSP, CEILING, FINISHED WITH LIGHT ORANGE PEEL TEXTURE AND PAINT OVER 7/8"FOR INTERIOR CMU WALLS AND 1-1/2" FOR EXTERIOR CMU WALLS METAL HAT CHANNEL FURRING AT 16" EXTERIOR WINDOWS GLASS O.C.REFER TO PARTITION TYPES LEGEND FOR LOCATION AND REFER TO ROOM FINISH SCHEDULE FOR DETAILS. AND FRAM :1/4" FIXED LOCATE ALL CONDUIT AND WIRING IN FURRING SPACE. SAFETY GLASS IN 25 5/8" GYPSUM BOARD HARD CEILING. PRE -FINISH ESP ALUM. 25A CEILING CONSTRUCTION: SUSPENDED ACOUSTICAL CEILING TO BE 24" x 24" WHITE TEGULAR EDGE ACOUSTICAL FRAMES ON ESP ALUM. PAN LAY -IN TILES TO MATCH EXISTING, INSTALLED IN 1" WHITE T-BAR SUSPENSION SYSTEM AT 9'-0" A.F.F. FLASHING. (MATCH EXISTING 25B (2) HOURS FIRE RATED CEILING ASSEMBLY: IN EXACT CONCORDANCE W/UL DESIGN NUMBER P522 REFER TO FIRE WINDOWS.) PROTECTION DRAWINGS FOR DETAILS. PROVIDE R-11 FIBERGLASS RAFT INSULATION BETWEEN STUDS. 26 "U" MAS. LINTEL ABOVE WINDOW AND DOORS HEAD W/# 5 BAR IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S. o NOTED. (SEE STRUCTURAL DRWNG'S.) 'r' 26A CONCRETE PRECAST "U" LINTEL HEAD W/# 5 BAR, IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S. NOTED. (SEE 11 STRUCTURAL DRWNG'S.) C3 26B 8"X8" KNOCK OUT BLOCK, PROVIDE #5 BAR IN GROUT FILL AT BOTH COURSES, OTHERWISE STRUCTURAL DRWNC'S. NOTED. (SEE STRUCTURAL DRWNG'S.) 27 PROVIDE GYP. BOARD RETURN AT WINDOW AND DOOR HEAD AND JAMB RETURNS AS NOTED, -TO BE TYPE M-R (MOISTURE RESISTANT) BOARD. (TYP. THROUGHOUT). AT WINDOW OPENINGS, PROVIDE BACKED MASTIC SEALANT (MIN. o ^ 2 CONTIN. BEADS TO SEPARATE GYP. BOARD FROM MASS.. SURROUND), AND PROVIDE 2X6 P.T. WOOD BLOCKING AT WINDOW HEAD, EXTENDING AT LEAST 8" BEYOND RGH. OPENING AT EACH END (FOR FUTURE ANCHORAGE OF BLINDS BY OWNER). PROVIDE CONTIN. P.T. BLOCKING BELOW MARBLE SILL. 28 PROVIDE GALV. MTL. "J" MOLD. WHERE PLASTER FINISH ABUTS ALUM. STOREFRONT FRAME. PROVIDE 1/4" UNIFORM JOINT, FILLED WITH WATERPROOF SILICONE SEALANT. LEAVE NEAT 3/8" JOIN I BETWEEN EDGE OF PLASTER GROUND AND ALUM. FRAME AND FILL JOINT W/CONT, SEALANT BEAD. 29 PROVIDE TOOLED DRIP GROOVE CONTIN. ALONG UNDERSIDE OF PLASTER. 30 7/8" STUCCO PLASTER OVER PVC -LATH ON 5/8" CD-X PLYWOOD NAILED TO 2X4 PT WOOD FRAME. 31 EXTERIOR WINDOWS GLASS AND FRAME: 1/4" FIXED SAFETY CLASS IN PRE -FINISH ESP ALUM. FRAMES ON ESP ALUM. PAN FLASHING. (MATCH EXISTING WINDOWS.) 0 0 32 PRE -FINISHED .125 INCH THK. E.S.P. ALUM. PAN SILL ON ALUMINUM FLASHING SET IN BED OF SEALANT AND SHIMS. 33 6"X6" FOAM INSERTS TO MATCH EXISTING REFER TO ELEVATIONS FOR DETAILS. 34 CONT. (SEAMLESS) 5-3/4" X 3/4 CON f. MARBLE INTERIOR WINDOW SILL, WITH BULLNOSE TOP EDGE AND "EASED" 21 o BOTTOM EDGE, SET IN NON -SHRINK GROUT AND SEAL JOINT WITH GROUT WHERE SILL ABUTS ALUM. 15 2 N 35 BEARING INTERIOR PARTITION CONSTRUCTION: 5/8" GYP. BOARD ON BOTH SIDES INSTALLED W/ 1" LONG TYPE SELF -TAPPING STL. SCREWS SPACED AT 8" C/C ALONG BOARD EDGES AND 012" C/C IN FIELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW BRIDGE 28 HEADS. EXTEND GYP. BOARD TO 'TOP OF THE STUDS PREP GYP. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN T/FIRST FLOOR SLAB E 99 JLZ2C TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT OVER 2X4"WD. STUD 0 16" O.C. W/DOUBLE 2X4 TOP PLATE ANCHOR „ 4' C/C MAX.REFER TO STRUCTURAL DRAWINGS FOR ANCHORS, SIMPSON AND TIES DETAILS. 1 oO -O 35A BASE BID: NON BEARING INTERIOR PARTITION CONSTRUCTION: 1/2" GYP. BOARD ON BOTH SIDES INSTALLED W/ 1" LONG TYPE SELF -TAPPING STL. SCREWS SPACED AT 8" C/C ALONG BOARD EDGES AND 012" C/C IN FIELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW HEADS. EXTEND GYP. BOARD TO -TOP OF THE STUDS PREP GYP. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT OVER 2X4" OR 2X6" WD. STUD ® 16" O.C. W/DOUBLE 2X4 or 8" TOP PLATE ANCHOR 4' C/C MAX.. PROVIDE R-11 FIBERGLASS BATT INSULATION FOR SOUND ATTENUATION IN 4 RESTROOMS AND OFFICES. 35B ALTERNATE BID: NON BEARING INTERIOR PARTITION CONSTRUCTION: 3-5/8" or 6" xMIN. 20 GA. GALV. METAL i TOP RUNNER W/MIN 1" RETURN LEGS. ANCHOR 4' C/C MAX. 3-5/8" OR VX20 GA. GALV. METAL STUD ® 16" O.C. 1/2" GYP. BOARD ON BOTH SIDES INSTALLED W/ 1" LONG TYPE SELF -TAPPING STL, SCREWS SPACED AT S" C/C ALONG BOARD EDGES AND @12" C/C IN FIELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW HEADS. EXTEND GYP. BOARD TO TOP OF THE STUDS PREP GYP. GRAVEL OVER 39 GRAVEL OVER BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT. PROVIDE R-11 FIBERGLASS BATT INSULATION FOR SOUND ATTENUATION IN RESTROOMS AND OFFICES. 36 REFER TO A5.2 FOR STAIR AND HANDRAIL DETAILS. UNDERGROUND DRAIN UNDERGROUND DRAIN 37 INTERIOR DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS. CONNECTED TO EXISTING 42 Fo� NECTED TO EXISTING 38 180 MIN. FIRE RATED DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. CATCH BASIN CAfCH BASIN, — * ; , . • • , . « 4 . , . � — 38A 45 MIN. FIRE RATED DOOR AND FRAM E: REFER *TO A7.1 DOORS SCHEDULES AND DETAILS.. 38B EXTERIOR DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. ` 38C EXTERIOR DOOR: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. 39 FLOOR FINISH. (REFER FINISH 7 O 40 REFER TO A7 ROOM FINISH SCHEDULES FORWALLBASEDETAILS. \ 41 REFER TO A76.1 FOR THRESHOLD DETAILS. / / / / / / / 42 FLOOR SLAB CONSTRUCTION: 4" THICK, 3000 P.S.L. CONCRETE FLOOR SLAB W 6X6 10 10 W.W.F. 6 MIL �/ �/ �— — — — — �/ \_ \/ / �/�_ �/ �/ \ �/ \ \/ \ \/ \ \/ \ \ POLYETHYLENE VAPOR BARRIER (LAPPED AND SEALED) TERMITE- TREA fED COMPACTED FILL PROVIDE SAW -CUT /� \ /\ \ /\ \ /� \ /� \ / /� \ /� \ /\ \ /\ \ /\ CONTROL JOINTS © 15 FT. O.C. EACH WAY (MAX.). REFER TO STRUCTURAL DRAWINGS FOR DETAILS. // r///\/ //\ j//\/ / \/ i r i\/ i r r\ /�/ / / \/ / \/ / \/ / \/ / \/ / \/ 43 UNDERGROUND DRAIN OR SPLASHBLOCK, REFER TO 3A AND 3D SHEET A1.3 FOR DETAILS. — — — — — — — — —\�� �� ,�� \ - / — — — — — — — — — /7- INSTALLED/ / / / / / / 44 REINFORCED CONCRETE FOOTING, REFER TO STRUCTURAL FOUNDATION PLAN FOR SIZE DEPTH AND REINFORCING OVER TERMITE -TREATED FILL COMPACTED TO 98% S.P.M.D.8 MIL VAPOR BARRIER OTHERWISE STRUCTURAL / \ 45 WOOD FRAMING WALL: 7/8" (3) COATS STUCCO PLASTER OVER PVC LATH ON 1/2" CD-X PLYWOOD ON 2X6 PT WOOD FRAMING WALL W /\/ �/ r\// /\// \// /\// /\// /\ j / /l/2" GYPSUM BOARD INTERIOR FACE OVER 2X PT WD. FURRINGS AT 16" O.C.,PROVIDE R-13 FIBERGLASS BATT INSULATION W/PAPER BACK VAPOR BARRIER. 46 STANDING SEAM METAL ROOFING PANELS PRE-FAB OVER 5/8" CD-X PLYWOOD SHEATHING W/EDGE CLIPS BET. 2X4 /\// /\� / /\� / /\� / /\// / �// /�� i /�� i /�� i /�// /�/� /�/i /�/,r PRE-ENGINEERED WOOD TRUSSES ®24" O.C. 1 WALL SECTION 2 WALL SECTION 3 WALL SECTION A4.2 SCALE: 1/4" = 1'-O" A� 2 SCALE: 1/4" = l'-O" A4.2 SCALE: 1/4" = 1'-0" QDrawn E.ALD�IMA 011106. Deft Approved Appt® Date RsvWw ApprovedDOWWled by.Scab: 3/4`=1'-0' ® ® Checked by: V.TAN / Dab: DECEMBER, 2004 ® ® Approved W. I / Job No. C8632 ® ® Catki lcaft of Ax&whxfiox Na =W Fie: A4.2 MMOON TO EMOTONG C PH nMOLORMIS COTY OF OAR G OO RD SENHH DOLE C OO UNTY9 FLOO W& CEiinwATm T>e www.or smgixa9is f �l-QS an4lop4awn r kw=M4W xWxxMOM WALL SECTIONS own o ULDOM [PERNOT SV o LM1OTAL 9 F,:�0>T/OF PAR 01 12 127,_4„ 13 ° KEYNOTES I 01 1 STEM: MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, "EVERGUARD 15 11 TPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED EQUAL 30 04 03 OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECS. 2 INSULATION: R-30 FIBERGLASS BATT INSULATION W/KRAFT BACK VAPOR BARRIER. 14 _ 3 ROOF DECK SHEATHING 3/4" T&G CD-X PLYWOOD ROOF DECK SHEATHING, INSTALLED WITH #8d GALV. RING ESP METAL BREAK OVER 2X6 PT WOOD — SHANK NAILS, AT 6" C/C ALONG ALL PANEL EDGES AND 12" C/C ALONG ALL FRM'G. MEMBERS THROUGHOUT FIELD. I FASCIA BOARD 4 PRE-ENGINEERED 2XPT WD. PARALLEL TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 2'-0" O.C. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING PLAN, HURRICANE TIES AND .DESIGN DETAILS. GABLE END CONSTRUCTION: //8" T WOOOlilOA PLASTER OVER N EXISTING ON 5 SECOND FLOOR DECK SHEATHING: 3/4" T&G CD-X PLYWOOD DECK, OVER PRE-ENGINEERED '2XPT WD. PARALLEL 1/2' CD-X PLYWOOD OVER 2X8 PT WOOD FRAMING WALL SET N EXISTING PARAPET ANCHOR W/5/8" EXPANSION BOLT WITH EPDXY JOINT . PROVIDE 2X6 STANDING SEAM METAL ROOFING PANELS 15 04 04 TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR ROUE FASCIA BOARD AT THE TOP AND ESP METAL FLASHING IN THE BOTTOM PRE-FAB OVER 2X PRE-ENGINEERED 30 > FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. WOOD TRUSSES 0 24" O.C. 04 5A 3/4" T&G PLYWOOD DECK OVER 2X10 Pr WD JOIST SPACING AT 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR 18 FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. 7 06 6 SIMPSON PLATED TRUSS CODE REF. 26 REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 7 SIMPSON EMBEDDED TRUSS ANCHOR REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 20 8 2X6 PT WOOD DECK LEDGER ANCHOR W/1/4"OX6" EMBEDDED HYLTI HIT HY150 EPDXY ANCHOR BOLTS AT 32" O.C. ROOF TRU 9 ESP ALUM. CLIP AND CAP'TO MATCH EXISTING. /1 , „ 9A PROVIDE CONT. ALUM FLASHING BETWEEN BUILDING JOINTS AS REQUIRED. PROVIDE NEOPRENE AND CAULK BETWEEN 123 -4 VERTICAL JOINTS 10 E.I.F.S. CORNICE [RIM TO MATCH EXISTING. 5 11 PARAPET CONSTRUCTION: 5/8" (2) COATS CEMENTITIOUS PLASTER OVER REINFORCED W1#5 PRECAST "U" CONCRETE OS 20 20 TOP LINTEL OVER CMU WALL PARAPET. 02 12 EXTEND MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, UP TO VERTICAL WALL, INSTALLED PER MFR. \ SPEC'S.REFER TO A1.3. 13 EXTEND MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, BASE SHEET DOWN FACE OF P.T.EDGE BLOCKING AND OVER FACE OF WALL. 2 14 COMPOSITION CANT STRIP, CONTIN. ALONG WALLS. CANT STRIP HEIGHT SHALL BE 4" MAX., CANT STRIP SHALL BE ` '- r 3 ANCHORED TO ROF DEK, 3 2C MOVEMENT RELA0VVE TTOOWALBL). ROOF MEMBRANES MBRANESSS HALLUT STRUCTURALLY IOLATEDNOTOBE FRMADHE ADHERED ' OL THEOCANTO STR P.ACCMMODMECHOANICAL Y 5 5 5 ATTACHED SINGLE -PLY MEMBRANE SYSTEM, SHALL ALSO NOT BE ADHERED TO THE ROOF DECK FOR A DISTANCE OF 2" FROM THE EDGE OF THE CANT STRIP, AND SHALL NOT BE ADHERED -TU THE WALL FOR A DISTANCE OF 2" BEYOND THE TOP EDGE OF THE CANT STRIP. 15 2X WOOD BLOCKING. 26 8 36 16 NOMINAL 6 GA W/ E.S.P.FINISH. 6 2O PROVIDE(LARGE CAPACITY) ALUM. GUTTER CONT. PRE FINISHMETALFLASHING & DRIP EDGE ANCHOR 'TO P.T. EDGE WD. BLOCKING W/SCREWS & FERRULES 9 2'-8" O.C. REFER TO EXTERIOR ELEVATION FOR LOCATION & ANCHORAGE OF DOWNSPOUT. 17 NOMINAL 3"X4"X20 GA ALUM. DOWNSPOUT. W/ E.S.P. FINISH. REFER 70 ROOF PLAN FOR LOCATION & A1.2.3 FOR ANCHORAGE DETAILS. 18 PROVIDE "W-SHAPE" PLASTIC CONTROL JOINT AT DIFFERENT MATERIALS BY "PLASTIC COMPONENTS, INC, OR 28 27 APPROVED EQUAL.REFER TO A6.1 FOR DETAILS. 29 19 WALLS INSULATION: R-11 FIBERGLASS BATT INSULATION W/KRAFT BACK VAPOR BARRIER. 19A SOUND ATTENUATION: PROVIDE 2'-0" ABOVE CEILING TILES IN BOTH SIDES OF OFFICES PARTITION R-11 FIBERGLASS BATT INSULATION W/KRAFT BACK VAPOR BARRIER. 31 20 2-COURSE MASONRY BOND BEAM W/#5 BAR IN GROUT FILL KNOCKOUT BLOCK AT EACH COURSE (TYP. 41 THROUGHOUT UNLESS OTHERWISE NOTED). 21 1-COURSE MASONRY WITH #5 BAR IN GROUT FILL KNOCKOUT BLOCK AT END COURSE (TYP. THROUGHOUT UNLESS 39 39 OTHERWISE NOTED). 22A EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER TYPE 05 05 HORIZ. JOINT REINFORCE (EQUIV. -TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS 5A IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. T 2ND FL 220 CMU WALLS INSULATION: PROVIDE CORE FILL 500 INSULATION. - — 22C CMU WALL EXTERIOR FACE FINISH 5/8" (2-COATS) CEMENfITIOUS PLASTER FINISH OVER ALL EXTERIOR CONC. 112'-4" AND MASONRY SURFACES. PROVIDE SPANISH TEXTURE ON WALL SURFACES THROUGHOUT, EXCEPT WHERE RAISED SAND FINISH TRIM BANDS ARE SHOWN ON EXTERIOR ELEVATIONS. RAISED SAND FINISH PLASTER TRIM BANDS SHALL 2O 04 BE PAINTED A CONTRASTING COLOR (TO BE SELECTED BY OWNER); AND SMOOTH SAND FINISH ON WINDOW PLASTER TRIM USE "J" MOLDING FOR UNIFORM EDGES. TEXTURES AND COLOR TO MATCH EXISTING ° 23A INTERIOR (1) HR. FIRE RATED CMU WALL CONSTRUCTION: CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL PARALLEL CLASSIFICATION D-2 (IN EXACT CONCORDANCE W/ UL DESIGN # 0906 REFER TO FP-1 FOR DETAILS )WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO 'DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. 04 20 111—O" BARS IN GROU f FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS 36 AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 06 (1) HR. FIRE RATED CMU WALL FACED AT STAIR SPACE•CORE FILL 500 INSULATION AND PAINT APPLY DIRECTLY ON 08 08 3 238 4 HR/UFIREFER TO RATED CMUTITION 'TYPES LEGEND WALL CONSTRUCT0N : 8 LO CONCRETE E LOCOROOM K WALL WIITHHLADDERULE TYPEOR DEAILS. HORIZT JOINT iv REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL 'O AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. REFER TO UL#U910 FOR DETAILS, SHEET FP-1 26 24A CMU WALLS INTERIOR FACE CONSTRUCTION: PROVIDE 1/2" GYP. BOARD INTERIOR FINISH FROM 1/2" ABOVE 1 ST FLOOR FLOOR SLAB TO AT LEAST 4" ABOVE SUSP. CEILING, FINISHED WITH LIGHT ORANGE PEEL TEXTURE AND PAINT OVER 109'—O° O CBRE ER TORIOR CMU PARTITIONWALLS TYPESAND LEGEND FORFLOOCATIONRIANDCREF RA TO ROOMMU WLLS METALF NIISHHATCSCHEDULEFURRING OR DETAILS. 5 4 LOCATE ALL CONDUIT AND WIRING IN FURRING SPACE. d 25 5/8" GYPSUM BOARD HARD CEILING. 4co25A CEILING CONSTRUCTION: SUSPENDED ACOUSTICAL CEILING TO BE 24" x 24" WHITE TEGULAR EDGE ACOUSTICAL 26 36 32 LAY -IN TILES TO MATCH EXISTING, INSTALLED IN 1" WHITE T-BAR SUSPENSION SYSTEM AT 9'-0" A.F.F. 26 25B (2) HOURS FIRE RATED CEILING ASSEMBLY: IN EXACT CONCORDANCE W/UL DESIGN NUMBER P522 REFER TO FIRE 21 PROTECTION DRAWINGS FOR DETAILS. PROVIDE R-11 FIBERGLASS BATT INSULATION BETWEEN STUDS. 26 "U" MAS. LINTEL ABOVE WINDOW AND DOORS HEAD W/# 5 BAR IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S. 28 ° NOTED. (SEE STRUCTURAL DRWNG'S.) 2 26A CONCRETE PRECAST "U" LINTEL HEAD W/# 5 BAR, IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S. NOTED. (SEE 27 STRUCTURAL ORWNG'S.) \__T>- 2 268 8"X8" KNOCK OUT BLOCK, PROVIDE #5 BAR IN GROUT FILL AT BOTH COURSES, OTHERWISE STRUCTURAL DRWNC'S. 36 NOTED. (SEE STRUCTURAL DRWNG'S.) 2 27 PROVIDE GYP. BOARD RETURN AT WINDOW AND DOUR HEAD AND JAMB RETURNS AS NOTED, TO BE TYPE M-R (MOISTURE RESISTANT) BOARD. (TYP. THROUGHOUT). AT WINDOW OPENINGS, PROVIDE BACKED MASTIC SEALANT (MIN. 2 CONTIN. BEADS TO SEPARATE GYP. BOARD FROM MASS.. SURROUND), AND PROVIDE 2X6 P.T. WOOD BLOCKING AT CONCRETE FILL TOPING T 38 — — WINDOW HEAD, EXTENDING AT LEAST 8" BEYOND RGH. OPENING AT EACH END (FOR FUTURE ANCHORAGE OF BLINDS — — man a BY OWNER). PROVIDE CONTIN. P.T. BLOCKING BELOW MARBLE SILL. FLUSH W/ EXISTING FL00 LAB�' ° : *# 28 PROVIDE GALV. MTL. "J" MOLD. WHERE PLASTER FINISH ABUTS ALUM. STOREFRONT FRAME. PROVIDE 1/4" UNIFORM TO CONCRETE FLUOR LEVEL JOINT, FILLED MTH WATERPROOF SILICONE SEALANT. LEAVE NEAT 3/8" JOINT BETWEEN EDGE OF PLASTER GROUND - 1 / AND ALUM. FRAME AND FILL JOINT. W/CONT. SEALANT BEAD. / - 29 PROVIDE TOOLED DRIP GROOVE CONTIN. ALONG UNDERSIDE OF PLAS IER. 0 30 7/8" STUCCO PLASTER OVER PVC -LATH ON 5/8" CD-X PLYWOOD NAILED TO 2X4 PT WOOD FRAME. -�I 31 EXTERIOR WINDOWS GLASS AND FRAME: 1/4" FIXED SAFETY GLASS IN PRE -FINISH ESP ALUM. FRAMES ON ESP ALUM. PAN FLASHING. (MATCH EXISTING WINDOWS.) 1 32 PRE -FINISHED .125 INCH THK. E.S.P. ALUM. PAN SILL ON ALUMINUM FLASHING SET IN BED OF SEALANT AND SHIMS. Cr1- — — / / 29 33 6"X6" FOAM INSERTS TO MATCH EXISTING REFER TO ELEVATIONS FOR DETAILS. / 28 34 CON f. (SEAMLESS) 5-3/4" X 3/4 CONT. MARBLE INTERIOR WINDOW SILL, WITH BULLNOSE TOP EDGE AND "EASED" BOTTOM EDGE, SET IN NON -SHRINK GROUT AND SEAL JOINT WITH GROUT WHERE SILL ABUTS ALUM. 8 1rr — — / / l 35 BEARING INTERIOR PARTITION CONSTRUCTION: 5/8" GYP. BOARD ON BOTH SIDES INSTALLED / W/ 1" LONG TYPE SELF -TAPPING STL. SCREWS SPACED AT 8" C/C ALONG BOARD EDGES AND @12" C/C IN FIELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW o Crl- — — / 3 HEADS. EXTEND GYP. BOARD TO TOP OF THE STUDS PREP GYP. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN m — — i / / TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT OVER 2X4"WD. STUD 0 16" O.C. W/DOUBLE 2X4 TOP PLATE ANCHOR J' 4' C/C MAX.REFER TO STRUCTURAL DRAWINGS FOR ANCHORS, SIMPSON AND TIES DETAILS. �F — — / / 35A BASE BID: NON BEARING INTERIOR PARTITION CONSTRUCTION: 1/2" GYP. BOARD ON BOTH SIDES INSTALLED V) / W/ 1" LONG TYPE SELF -TAPPING STL. SCREWS SPACED AT 8" C/C ALONG BOARD EDGES AND 012" C/C IN FIELD. Ld / SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW HEADS. EXTEND GYP. BOARD TO TOP OF THE STUDS PREP GYP. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN ' I 41 TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT OVER 2X4" OR 2X6" WD. STUD ® 16" O.C. W/DOUBLE 2X4 or 6" TOP PLATE ANCHOR 4' C/C MAX.. PROVIDE R-11 FIBERGLASS BATT INSULATION FOR SOUND ATTENUATION. IN 39 39 RESTROOMS AND OFFICES. 35B ALTERNATE BID: NON BEARING INFERIOR PARTITION CONSTRUCTION: 3-5/8" or 6" xMIN. 20 GA. GALV. METAL 42 42 8 TOP RUNNER W/MIN 1" RETURN LEGS. ANCHOR 4' C/C MAX. 3-5/8" OR 6"X20 GA. GALV. METAL STUD 16" U.C. 1/2" GYP. BOARD ON BOTH SIDES INSTALLED W/ 1" LONG TYPE SELF -TAPPING STL. SCREWS SPACED AT 8" C/C T FIRST FLOOR SLAB Fl o ALONG BOARD EDGES AND 012" C/C IN FIELD, SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, T/FIRST FL APPLIED IN 2 COATS OVER JOINTS AND SCREW HEADS. EXTEND GYP. BOARD TO TOP OF THE STUDS PREP GYP. 100'_0" BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT. 100 - 0 PROVIDE R-11 FIBERGLASS BATT INSULATION FOR SUUNU ATTENUATION IN RESTROOMS AND OFFICES. 36 REFER TO A5.2 FOR STAIR AND HANDRAIL DETAILS. 37 INTERIOR DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS. 38 180 MIN. FIRE RATED DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS., 38A 45 MIN. FIRE RATED DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. 380 EXTERIOR DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. 38C EXTERIOR DOOR: REFER TO A7.1 DOORS SCHEDULES AND DETAILS.. 39 FLOOR FINISH. (REFER FINISH SCHEDULE A7.1 FOR DETAILS) 40 REFER TO A7.1 ROOM FINISH SCHEDULES FOR WALL BASE DETAILS. // /\// / — — L- — // /\ 41 REFER TO A76.1 FOR THRESHOLD DETAILS. CONCRETE FILL TO FLUSH �/ \ \/ \ \/ \ \/ \ \/ \ \/ \ %.;, :r / \ \/ \ /\ 42 FLOOR SLAB CONSTRUCTION: 4" THICK. 3000 P.S.I.. CONCRETE FLOOR SLAB W/6X6 #10/10 W.W.F. 6 MIL W/ EXISTING FLOOR SLAB \ /\ \ /\ \ /\ \ /\ \ /\ \ /\ \ '. _ /\ \ /\ I I \\i\ 39 POLYETHYLENE VAPOR BARRIER (LAPPED AND SEALED) TERMITE- IREATED COMPACTED FILL PROVIDE SAW -CUT TO 96.45' FLOOR LEVEL / / \/ / \/ / \/ / \/ / \/ / \/ / '..';;..: '•,; '.,';.' / \ / \ CONTROL JOINTS ®15 FT. O.C. EACH WAY MAX.). REFER TO STRUCTURAL DRAWINGS FOR DETAILS. /\// I I / 42 41 43 UNDERGROUND DRAIN OR SPLASHBLOCK, REFER TO 3A AND 3B SHEET A1.3 FOR DETAILS. 44 REINFORCED CONCRETE FOOTING, REFER TO STRUCTURAL FOUNDATION PLAN FOR SIZE DEPTH AND REINFORCING \\,(\ \\ \ \\/\ \7 7 �\ \ \\ T/SI,DE INSTALLED OVER TERMITE -TREATED FILL COMPACTED TO 98% S.P.M.D.B MIL VAPOR BARRIER OTHERWISE STRUCTURAL 14h\ UF!I/�\ /�\H/ \/�/ C\���//\/ / \ //\� / \ / \� / — — — — — — —\L 96 —4 DRAWINGS NOTED. \ — ... 45 WOOD FRAMING WALL: 7/8" (3) COATS STUCCO PLASTER OVER PVC LATH ON 1/'2" CD-X PLYWOOD ON 2X6 PT WOOD FRAMING WALL W/l/2" GYPSUM BOARD INTERIOR FACE OVER 2X PT WD. FURRINGS AT 16" O.C.,PROVIDE R-13 / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / — / / / / ' • / / FIBERGLASS BATT INSULATION W/PAPER BACK VAPOR BARRIER. / \ / / \ / i \ / �\ �\ �\ \ / / / 46 STANDING SEAM METAL ROOFING PANELS PRE-FAB OVER 5/8" CD-X PLYWOOD SHEATHING W EDGE CLIPS BET. 2X4 /\ / /\ / /\ / /� PRE-ENGINEERED WOOD TRUSSES ® 24" O.C. WALL SECTION 2 WALL SECTION A4.3 SCALE: 1/4" = 1'-0" A4.3 SCALE: 1/4" = l'-0" No Data RsvFabn ArWWWWA A kl^ r%O" o ® D EALDMA 01M '°� ~'''°" ° M MON TO EM. i1-�[ O C�PH o ULDON(O e o C��� oU[� ��n1GOO G3D �G tI�aOL>�cC , 0 �/ an+�+ w w weri�r..wa g i x s it s . a r-U�` �rwrJ"WRrue a ` �"�►T'°" WADE �ECTHORS sheet to. e o ® ® Ct dOW W. V.Tm / Dais: MCEMSM =4 ® e �P d W. / Job N0. C8632 © ® Cat:ff lex�dr of Arf�orthart Na 8216 Fb: A�4.3 D MLDD OM pC QNM OM B GVIOTaL 9 D 0 0 nA ❑© A5,3 7 as ee ee©e e 1 1ST FLOOR KEY PLAN A5,1 SCALE: N TS PLANS AND SAMPLES HALLWAY ROOM 1161 114 A5.1 • m 101ji OFFICE 115 no me 2 ENLARGED PLAN'S STORAGE AND SAMPLES ROOM PLAN A5.1 SCALE: 1/2" = 1'-0" 1'-4" 5" 9" II 1'- 1'-0" o — — — LAMINATED SOLID CORE WOOD COUNTER TOP AND BACK -SPLASH U II COFFEE II STATION W 202 14 I \ 5 I A51 D D I 1 A5,1 \ 3 / \ UNISEX H/C 00 TOILET / \ \ 203 / I 2'-C 1,-3" 1 -4 5 9 3 -8 Ilk 10 A5,1 0 9 A5.1 W L 0 — — — LAMINATED SOLID CORE WOOD COUNTER TOP AND BACK -SPLASH O I COFFEE STATION I -1U3 11 / A5,1 D ID \\ / UNISEX H/C / \ TOILET / \ 102 2'-6" 6'-0" ENLARGED TOILET 103/202 FLOOR PLAN A5.1 SCALE: 1/2" = 1'-0" ACOUSTICAL CEILING TILE COVERING WALI PAPER TO BE ' SELECTED BY OWNER 7 6" CERAMIC 11LE W/BULLSNUSE TOP CR3 0 I R 4 1 ELI I 0 0 1 / _ I_ �a N 5 6" CERAMIC BASE COVE 3 TOI LET103/202 ELEV. A5.1 SCALE: 3/4" = 1'-O" 8 COFFEE STATION 103/202 ELEV. A5.1 SCALE: 3/4" = 1'-O" TOILET ROOM ACCESSORIES NOTE MARK ITEM MANUF. ID. # DESCRIPTION R-1 GRAB BAR BOBRICK #8-6106 1 1/2" DIA. EXPOSED MOUNTING, SATIN FINISH FOR INFORMATION ABOUT RESTROOM ACCESS. CONTACT JIM R-2 THRU CON. WASTE BOBRICK #B-2260 STAINLESS STEEL LODEN AT BOBRICK AT 1-609-751-2900 NOTES: 1. ALL NOTED FIXTURE SHALL BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE R-3 MIRROR BOBRICK #8-165 2406 STAINLESS STEEL, FRAMED MIRROR R-4 SOAP DISPENSER BOBRICK #B-2111 SATIN FINISH, STAINLESS STEEL CONTAINER VANDAL-RESISIENT LID, STAINLESS AMERICANS WITH DISABILITIES ACT OF 1997. FIXTURE AND THEIR INSTALLATION SHALL ALSO COMPLY ALL MOUNTED' CAPACITY: 40 FL. ACCESSIBILITY FOR PHYSICALLYNHANDICAPPED f OZ. ANDI USABILITY LV Lt AND/ORAGOVERNING1 CODE."PROVIDING 2. ALL PLUMBING FIXTURE, EQUIPMENT, TRIM AND FITTING SHALL COMPLY WITH LOCAL, STATE AND FEDERAL REGULATIONS AND T NOT LIMITEDWATER AND T GY CONSERVATIONES. THE R-5 TOILET PAPER DISP BOBRICK #8-4288 MULTI (SURFACE MOUNT), SATIN FINISH FINIS SCHEDULE AND/ORS SPECIFIED PLUMBING FIXTURE AND EQUIPMENT REPRESENTHE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE SCHEDULE OR SPECIFIED FIXTURE OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS THE CONTRACTOR R-6 RECESSED PAPER TOWEL BOBRICK #8-3944 STAINLESS STEEL SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURE, EQUIPMENT, TRIM, OR FITTINGS. THE DISPENSER AND WASTE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES RECEPTACLE ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES. R-7 F. STDWASTE RECEPTACLE BODRICK #B-2250 STAINLESS STEEL, SATIN FINISH R-8 SANT. NAPKIN DISPENSER BOBRICK B-270 STAINLESS STEEL, SATIN FINISH \\--ACOUSTICAL CEILING TILE COVERING WALL PAPER TO BE SELECTED BY OWNER R 6 6" CERAMIC TILE W/BULLSNOSE TOP 0 I c, I in - � 1 1 BASE COVE 4 TOILET103/202 ELEV. A5.1 SCALE: 3/4" = 1'-0" r RAvh0on Appmved No. Date RevWon Appr'MW DeSOW by: ® Dmwn by: E.ALDANA 01/05 Scats: AS NOTED ® Chec M by: V.TAN / Date: DECEMBER, 2004 ® Appmved by. I Job No. c z ® C.s wcaft of � xa &W FIs: A5.1 CEILING MILE COVERING WALL PAPER TO BE SELECTED BY OWNER 6" CERAMIC TILE \ W/BULLSNUSE TUP \ CERAMIC BASE COVE 5 TOI LET103/202 ELEV. A5.1 SCALE: 3/4" = 1'-0"T- AcouSrlcAL CEILING TILE COVERING WALL--/ PAPER TO BE SELECTED BY R IS OWNER 6" CERAMIC "TILE W/BULLSNUSE TOP G 0 I a R1 0 � � I moo— R5 N ti GtKAMIG J BASE COVE Iml TOI LET103/202 ELEV. A5.1 SCALE: 3/4" = 1'-0" ACOUSTICAL CEILING LEVEL PLANS AND SAMPLES ROAM W °' aW¢ 114 � I � ' q �16" DEPTH ADJUSTABLE SHELVING (CATALOGS, MAGAZINES AND SAMPLES) J LL] �p W > 4 0 I a, n 6"' PVC PIPES FOR PLAN'S ROLLS STORAGE COUNTER SPACE FOR (U Lf� PRINTERS, PROVIDE (2) DUPLEX - RECEPTICLES III• ��► .• �• •., �• -��► .�► O u / o 6 HTX48 WIDEX30 DEPTH PLAN'S SLIDING DRAWERS 11 PLAN'S STORAGE ELEV. A5.1 SCALE: 3/4" = 1'-0" 126 DETAIL "B' SCALE: 3" = 1'-0" / PLASTIC LAM, ON 1" SOLID CORE WOOD COUNTER TOP AND BACKSPLASH Ir 0 G I cr F CEILING LEVEL PLANS AND SAMPLES ROOM owe 114 CV?� 16" DEPTHADJUSTABLE SHELVING (CATALOGS, MAGAZINES AND w SAMPLES) J �p W Q `i COUNTER SPACE FOR PRINTERS, PROVIDE (2) DUPLEX RECEP f ICLES N �-rYP) � PLAN'S SLIDING DRAWERS 12 PLAN'S STORAGE SECTION DETAIL A5.1 SCALE: 3/4" = 1'-0" \ / 1-1/2" SOLID CORE WD. / \ \ / LAMINATED \ / \ / 2'-1" FROM FACE OF \ PLAS. LAM. ON 5/8" � 1 � BACK WALL (5-PLY) PLYWOOD 1 I ROUNDED � 1X4 CONTIN. \ 3/8" PLYWOOD BACK day CM ICATION My OF SAN FOQ RDD m -- 8CG�lOaO(�C C�ONJ�1 ll�lo G�[�OO G�3[1DQ. s ! ....":: ` _ S HATE wile "f"4#m*4mm7a I iXh CONTIN. 12C DETAIL C 4" VINYL BASE / A5.1 SCALE: 1-/2" = 1'-0� 12D DETAIL D / \ \ A�.1 SCALE: 3 Sheet NO. O 1A 1ST FLOOR KEY PLAN A5.2 SCALE: NTS 7(1) HOUR FIRE RATED WALL CV 45 MIN. FIRE i RATED DOOR STAIR IOI 3" 3,_2. 3" 8. 3" 3'-2" i o UP ace d DOWNE -' O ' R N R - � t• —1 ¢wx awr N Ri I I r--------- I I I _ I 6'-8" 6'- 8" 9'-4" 2A ENLARGED 1ST FLOOR PLAN A5.2 SCALE: 1/2" = 1'-O" s 99 ----------------1 FLOOR KEY PLAN - FTT 13 i� 3'-2. co 3" ;� ' � 3" Zw. HOUR FIRE RATED WALL 45 MIN. FIRE RATED DOOR - in STAIR 200 3" 8" 3" 3'-2. fiUP 0 0 DOWNE: t La 'i : ;z — — 00 V) Ln O Li O ..- CL tY ■ I cnHill v- i � N O Aw lill 8" I, 8" EQUAL EQUAL 2B ENLARGED 2ND FLOOR PLAN A5.2 SCALE: 1/2" = 1'-O" , 4 d ° 4 ° 4 N � REINFORCED CONCRETE STAIR, 4 1 4 REFER TO STRUCTURAL DRAWINGS tD TREADS AND RISES HOUSED INTO FOR DETAILS. PROVIDE TREADS STRINGER CENTER CARRIAGE ON ° AND RISERS RUBBER FINISH STAIRS. PROVIDE TREADS AND COVER SELECTED BY OWNER. RISERS RUBBER FINISH COVER SELECTED BY OWNER. 4 ,d ° • 44 d v 4 d ° 4 wr��r��r��r �r��rrrr �r 4 4 p p 4 / \ d \ / 4 4 WEDGES STRINGER \ 4 ` ^o 4 4 p / / 4 \ 3A TREADS DETAIL ' \ \\ \\ ' 4 4 ° 3B TREADS DETAIL A5.2 SCALE: 1/2" = 1'-O" \ \ \ \ \ 4 ° d d e a A5.2 SCALE: 1/2" = 1'-0" No. Date Rovkdon Approved No. Date RevWw A Q 8 fl� Designedby I / &mW AS NOTED Drawn W. EALWIM 01M Chedwd W. V.TAN / Datc DECEMBM ' Apptavod by / Job No. COW c�►fific aof Axtim !wuftl mi- No. MW Fie; M2 0 I CEILING CONSTRUCTION: CEILING -10 BE 24" x 24" • TO MATCH EXISTING, INSTALLED IN 1" WHITE T-BAR SUSPENSION SYSTEM AT 9'-0" A.F.F. L2) HOURS FIRE RATED CEILING ASSEMBLY: IN EXACT CONCORDANCE W/UL DESIGN NUMBER P522 REFER TO FIRE PROTECTION DRAWINGS FOR DETAILS. PROVIDE R-11 FIBERGLASS BATT INSULATION BETWEEN STUDS. 4'-0" 7-I SECOND FLOOR CONSTRUCCTION:3/4" T&G PLYWOOD DECK SHEATHING ON PRE-ENGINEERED EXTERIOR WALL CONSTRUCTION: CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT 00 FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. �) CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS, CMU WALLS INTERIOR FACE: CORE FILL 500 INSULATION AND 1/2" GYPSUM BOARD OVER 1-1/2" METAL HAT CHANNEL FURRING AT 16" O.C.REFER TO PARTITION TYPES LEGEND FOR LOCATION. CMU WALL EXTERIOR FACE FINISH 5/8" (2-COATS) CEMEN-fITIOUS PLASTER FINISH OVER ALL EXTERIOR CONC. AND MASONRY SURFACES. PROVIDE SPANISH TEXTURE ON WALL SURFACES THROUGHOUT, EXCEPT WHERE RAISED SAND FINISH TRIM BANDS ARE SHOWN ON EXTERIOR ELEVATIONS. RAISED SAND FINISH PLASTER TRIM BANDS SHALL BE PAINTED A CONTRASTING COLOR (TO BE SELECTED BY OWNER); AND SMOOTH SAND FINISH ON WINDOW PLASTER TRIM USE "J" MOLDING FOR UNIFORM EDGES. TEXTURE CMU WALL INTERIOR FACE FINISH REFER TO ROOM FINISH SCHEDULE FOR DETAILS. 4'-0" DOUBLE TOP PLATES STAIR PARALLEL CHORDS FLOOR BUU TRUSSES. 4B 0 '0" AS.z 0 x � Q Q �) 1 V) ~ v) .— WCif ♦ _ \ I Mwert I`r) I -c� lk I � i 45 MIN FIRE RATED DOOR: o _ — 15 GA. H/M EGRESS DOOR � 1'-11" BY "STEELCRAFT" OR APPROVED EQUAL, REFER I ¢ TO DOOR SCHEDULES FOR � I — — DFTAII S. < o fl w < - r r - � _- — — EXTERIOR DOOR: 16 GA. H/M EGRESS CD� -- I I i DOOR W/(2) HALF TOP AND BOTTOM — GLASS PANEL BY STEELCRAFI OR APPROVED EQUAL, REFER TO DOOR Q I CJ V'. INS IN CD I 0 I o Ia, HALLWAY STAIR E SCHEDULES FOR DETAILS. 100 F101 zn 4 A cv � A5,2 rl F. i� O ¢ d I d Co FLOOR SLAB CONSTRUCTION: 4' THICK. 3000 P.S,I. CONCRETE FLOOR SLAB W 4 POLYPROPYLENE �� am= s — ♦� `o FIBER REINFORCED CONCRETE SLAB ON GRADE ON VAPOR BARRIER SEE ARCH L. DRAWINGS) OVER — COMPACTED SUBGRADE. COORD.ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITf ARCH'L. DRAWINGS. (FOR ACTUAL TOP OF SLAB ELEVATIONS SEE ARCH'L. AND / OR CIVIL DRAWINGS) TERMITE -TREATED COMPACTED FILL PROVIDE SAW -CUT CONTROL JOINTS Q 20 FT O.C. EACH WAY 4 STAIR SECTION �i\\\\j\\\\j\\\\j\\\ (MAX.). .-UNLESS OTHERWISE STRUCTURAL DRAWINGS NOTED- - iw A5.2 SCALE: 3/4' - 1 -0' aDDO`�DOO a TO C�[lO`�DaG C�pa o MOL�DI�1C� WATM No. Cory OF BLaUM ORDo p M M n on �n p M o n www. x5inf rf OLIV�'�L�UOU� �L�LSVQ�DOl1V� e a 81MMOO LG C OO UNTY9 FLOO G3[ & A INAKM ®, 4.t ran nnn Fn0r&n(r__4 ro-)rEU7Mn9 can nfnGUlnTr- D 1A 1ST FLOOR KEY PLAN A5.3 SCALE: NTS SURVEYOR'S BL9'G. CONCRETE FILL e.4 FZ/////// RISED UP EXISTING LANDING FL SLAB TO 96.45' FL. LEVEL a 1 1 a � �JUju _ CV — — — — — — UP J -- ---- �� A3,1 3 — — — — — — — — — — — — — — A6,2 BRIDGE 179--1 --------- ----- - - - - - - - - - - - - - - T/LANDING -Q9-ggg0' 7'-5" i - DRAIN UNDER BRIDGE i TO CATCH BASIN 04 T/1ST FL HALLWAY 117 2A ENLARGED 15T FLOOR PLAN A5.3 SCALE: 1/2" = 1'-0. D p P. p D D Q: i7 D D REINFORCED CONCRETE STAIR, co D REFER TO STRUCTURAL DRAWINGS FOR DETAILS. PROVIDE TREADS v D \ AND RISERS RUBBER FINISH / COVER SELECTED BY OWNER. / p p D D • p Uo D TREAE/S\QETA�\\ \SCALE�1/2 = 1 -0 No. Dato ReVfe w App(Oved No. Dabs 0 e 17 ,B 2ND FLOOR KEY PLAN Z A5.3 SCALE: NTS � CONCRETE FILL TO RISED UPW116LANDING 96.45' FL. ' T/2NL 106.58� i 0 a---------- I 1 1 11 1 �---- A3.1 3 O i UP ----F::: ------- O ------- Ui - — — — — — — — BRIDGE 99 — � °p � — — — — &9 O - — — — — — — — — — — — — — — — 1 - - - - - - - - - - - - - - — — — — — — — — — — T/LANDING 112.33 7 -5" ---- iffI 04 T/1ST FL V-1 1ooy HALLWAY 117 2B ENLARGED 2ND FLOOR PLAN A5.3 SCALE: 1/2" = 1'-0" TREADS AND RISES HOUSED INTO STRINGER CENTER CARRIAGE ON STAIRS. PROVIDE TREADS AND RISERS RUBBER FINISH COVER SELECTED BY OWNER. I +mil `--WEDGES +� 2X12 STRINGER a /a 3B TREADS DETAIL A5.3 SCALE: 1/2" = 1'-0" Revhim Appmved DeaWNd by 8cde: AS NOTED Drewn by: E.ALDANA 01/05 Chocked by: MAN / DoW. DECEMBER, 2004 AWovdd W. / Job No. CM Cailf kwu of Axgmfia*x No. 82i1.a "el. A52 r 1 1 1 1 1 1 1 1 1 1 1" 1 1 .0 CO ETE LL T ING RISE P E TING BU ING ' AB T 6.58' LOOR LEVE 1 0 1 I 1 0 ® ® e Mmm e 1 1 1 1 1 1 1 A5,3 1 1 1 1 1 1 1 1 1 A5,3 x C) cl- CD 1 1 Ln QLLJ v) 1 LLJ V) 1 o� a `1 4B A5.3 Mill min f. r► - 1 1 1 1 1 1 1 1 A5,3 V/LJuI�LJuuV%z:v u—UN]UVUU U C:J\JLJUVUU U 4'\1L ESP METAL BREAK ON /-2X6 PT WOOD FASCIA BOARD S rANDING SEAM METAL ROOFING PANELS PRE-FAB, ON 3/4" CD-X T& G PLYWOOD \__2X4 PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. GABLE END CONSTRUCTION: 7/8" CEMENTITIOUS PLASTER OVER PVC -LATH ON 1/2" CD-X PLYWOOD OVER 2X8 PT WOOD FRAMING WALL SET ON EXISTING PARAPET ANCHOR W/5/8" EXPANSION BOLT WITH EPDXY JOIN r . PROVIDE 2X6 FASCIA BOARD AT [HE TOP AND ESP METAL FLASHING IN THE BOTTOM INSULATION: R-30 FIBERGLASS BATT INSULATION W/KRAFT �A BRIDGE CONNECTION DET. �5.3 SCALE: 3/4" = 1'-0" 2X6 PT WOOD BASE PLATE ANCHOR W/5/8"NX6" EMBEDDED HYLTI HIT HY150 EPDXY ANCHOR BOLTS AT rn 32" O.C. STING PARAPET IJ 5B BRIDGE CONNECTION DET. A5.3 SCALE: 3/4" = 1'-O" CONCRETE FILL TOPING TO RISED UP EXISTING BUILDING 1 a SLAB TO 106.58' FLOOR LEVEL 2X4 PT WOOD BASE PLATE ANCHOR W/1/4"0X4" EMBEDDI HYLTI HIT HY150 EPDXY ANCHOR DOLTS AT 32" O.C. Sc BRIDGE CONNECTION DET. A5.3 SCALE: 3/4" = 1'-O" BRIDGE STAIR SECTION A5.3 SCALE: 3/4" = 1 -0" C- CONCRErE FILL TO RISED UP �� / �\ // �\ // EXISTING BUILDING SLAB TO 96.45' FLOOROR LEVEL n 1 1 \ /\ \\/\ \\/\ \\/\ \ �\ 1 /2" IMPREGNATED FIBER QGUARD ON CR E FI LI 0 ♦ w RI SE U P E STING 1 / \y// \\ // \\ // \\ // \\ // \ \/\\/\ \\/\ \\/\ \\/\ \\/\ \ , 44 A Q B DING LAB '` ..� .•1....:. ;• — — - / �/ �,\� �/ �\�/��r A<���`�i--/\/� 5p BRIDGE C ONNECTION DET. SCALE: 3/4" = 1'-0" ADD DDTdO[M O CMS l` ONO CPH MUM cm InSCAT" sheet No. no droll GU� URC�GD pumo AND ��� O� �Q11VMM �011�D � --- Co p wf/w.fr Isjttlffil� r�`�C 1X�'1fE BC NONOLG COMATYo FL OO M& ai...aeax� 7i.,f�WSLf�[# 1/2" CD-X / \ PLYWOOD / STUCCO / PLASTER 3 5/8" / "W-SHAPE' / CONTROL JOINT. 1 I ; 3U%41X 3 5/8 3-5/8'X3/4' THICK MOEDL N13M 5, 122 WOOD MOLDING DOOR, TUCCO FURR-OUT WINDOWS AND OPENING CASING TYP. INT FINISH. BY 'WALKER / BROSS MILLWORKS INC." OR CMU " '`;' APPROVED EQUAL _ 1A "W" SHAPE C.I. DET. WOOD CASING DETAIL A6.1 SCALE: 3" = 1'-0" A6.1 SCALE: 3" = l'-O" 2 EIFS CROWN MOLD. DET. A6.1 SCALE: 3" = l'-O" —LAILNU MLI,MANIWALLI Al IMUflLU JIIVULL—f Ll IYILIYIUI\f11YL JIJILIYI, UI TO VERTICAL WALL, INSTALLED PER MFR, SPEC'S.REFER TO A1.3. -EXPEND MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, BASE SHEET DOWN FACE OVER FACE OF WALL. -COMPOSITION CANT STRIP, CONTIN. ALONG WALLS. CANT STRIP HEIGHT SHALL BE 4" MAX., CANT STRIP SHALL BE ANCHORED TO ROOF DECK, BUT STRUCTURALLY ISOLATED FROM VERTICAL WALL (TO ACCOMMODATE ROOF DECK MOVEMENT RELATIVE TO WALL). ROOF MEMBRANE SHALL NOT - BE ADHERED TO THE CANT STRIP. MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, SHALL ALSO NOT BE ADHERED TO THE ROOF DECK FOR A DISTANCE OF 2" FROM THE EDGE OF THE CANT STRIP, AND SHALL NOT BE ADHERED TO THE WALL FOR A DISTANCE OF 2" BEYOND THE TOP EDGE OF THE CANT STRIP. STAIR EGRESS SOFFIT DET. A6.1 SCALE: 3" = l'-O" 5/8" GYPSUM BOARD HARD CEILING UNDER STAI . CONCRETE PRECAST "U" LINTEL HEAD W/# 5 BAR, IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S. NOTED. (SEE STRUCTURAL DRWNG-S.� EXTERIOR DOOR AND FRAME: REFER TO A7.1 DOORS SCHEDULES AND DETAILS. v� e� 7 1/2" ESP ALUM. CLIP AND CAP TO MATCH EXISTING. 10 1/2" j E.I.F.S. CORNICE TRIM TO MATCH EXISTING. PARAPET CONSTRUCTION: 5/8" (2) COATS CEMENTffIOUS PLASTER OVER REINFORCED W1#5 PRECAST "U" CONCRETE TOP LINTEL OVER CMU WALL PARAPET. SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, "EVERGUARD TPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECS. 1'-3" 7 1/2" 7 1/2' u 7/8" (3) COATS CEMEN TITIOUS PLASTER ON PVC -LATH OVER 1/2" CD-X PLYWOOD, ON 2X4 LADDER PROVIDE GYP. BOARD RETURN AT WINDOW AND DOOR HEAD AND JAMB RETURNS AS NOTED, TO BE TYPE M-R (MOISTURE RESISTANT) BOARD, (TYP. THROUGHOUT). AT WINDOW OPENINGS, PROVIDE BACKED MASTIC SEALANT (MIN. 2 CONTIN. BEADS TO SEPARATE GYP. BOARD FROM MASS., SURROUND). PROVIDE GALV. MTL. "J" MOLD. WHERE PLASTER FINISH ABUTS ALUM. STOREFRONT FRAME. PROVIDE 1/4" UNIFORM JOINT, FILLED WITH WATERPROOF SILICONE SEALANT. LEAVE NEAT 3/8" JOINT BETWEEN EDGE OF PLASTER GROUND AND ALUM. FRAME AND FILL JOINT 1'-10 1/2" W/CONT, SEALANT BEAD, Revision No. Dabo -7 It EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH ' LADDER TYPE HORIZ, JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16' C.0 . REFER TO STRUCTURAL DRAWINGS FOR DETAILS. CONCRETE PRECAST "U" LINTEL HEAD W/# 5 BAR, IN GROUT FILL, OTHERWISE _ STRUCTURAL DRWNG'S. NOTED. (SEE STRUCTURAL DRWNG'S.) PROVIDE TOOLED DRIP GROOVE CONTIN, ALONG UNDERSIDE OF PLASTER. 1/2' GYP. BD. 3-5/8" X 20 GA. GALV MIL STUD AT 16" O.C. 3-5/8" X 20 GA. GALV 9TL-• STUD HEADER 3/4" X 3-5/8" WD CASING REFER TO 16-A6.1 PRE -HUNG S.0 WOOD DOOR A� FRAME WALL THICKNESS I R-11 BATT INSULATION W/ KRAFT PAPER VAPOR BARRIER AS REQUIRED 3-5/8" X 20 GA. GALV MIL STUD AT 16' O.C. PRE HUNG S.C. WD. DOOR ON MTL FRAME PARTITION 1-1/4" X 4-7/8" WOOD FRAME WOOD FRAME HEAD r4A AT MTL. FRAME WL. DET. A6.1 SCALE: 3" = 1'-0" WALL THICKNESS I y 5" (TYPICAL) PRE -HUNG S.0 WOOD DOOR AND 8 3-5 X 20 R-11 BATT FRAME INSULATION W/ GA. ALV MTL STUD AT 16" KRAFT PAPER O.C. VAPOR BARRIER AS REQUIRED 1/2" GYP. OD. --A V3-5/8" X 20 GA GALV MTL STUD FRAME 3/4" X 3-5/8" 1-1/4" X 4-7/8' WOOD WD CASING FRAME PAINT GRADE REFER TO PREHUNG S.0 WD. 10-A6.1 DOOR ON MTL FRAME PARTITION WOOD FRAME JAMB �B AT MTL. FRAME WL. DET. A6.1 SCALE: 3" = 1'-0" 1/2" GYP. (2) 2X8 WOOD LINTEL OVER 2X4 BOTTOM PLATE HEADER 3/4" X 3- WD CASING REFER TO 1 B-A6.1 PRE-HUN( WOOD DO( FRAME WALL THICKNESS PRE -HUNG S.C. WD, DOOR ON WOOD FRAME PARTITION WOOD FRAME HEAD 5A AT WD FRAME WL. DET. A6.1 SCALE: 3" = 1'-O" BATT INSULATION ZAFT PAPER 2 BARRIER AS RED 4" X '8" WOOD E FRAME PAINT GRADE REFER TO 1 B-A6.1 PRE-HUNC S.0 WD. DOOR ON WOOD FRAME PARTMON WOOD FRAME JAMB 5B AT WD FRAME WL. DET. A6.1 SCALE: 3" = 1'-O" COMPOSITION CANT STRIP, CONTIN. ALONG EXISTING WALLS. CANT STRIP HEIGHT SHALL BE 4" MAX., CANT STRIP SHALL BE ANCHORED TO ROOF DECK, BUT STRUCTURALLY ISOLATED FROM VERTICAL WALL (TO ACCOMMODATE ROOF DECK MOVEMENT RELATIVE TO WALL). ROOF MEMBRANE SHALL NOT BE ADHERED TO THE CANT STRIP. d z C:) - 11 Zi a STANDING SEAM METAL ROOFING PANELS PRE-FAB OVER 2X PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. INSULATION: R-30 FIBERGLASS BATT INSULATION W/KRAFT r BACK VAPOR BARRIER. - I-- L � w E — LEDGER ANCHOR W/l/4"0 X6' EMBEDDED HYLTI HIT HY150 EPDXY ANCHOR BOLTS AT 32" O.C. �A BRIDGE CONNECTION TO EXT'G. WIG. DET. A6.1 SCALE: 1-1/2" = 1'-0" AppmyW DeoWned by: SCele: A8 NOTED DmWn W. EAU~ 01ro6 C hecMd by: V.TAN / Datm DECEMBER. 2004 AMoved by: Job No. cow C�rt>�arerof�NaM16 1 Fie: ASA 8" CMU BLOCK . CORE FILL 500 i TAILORED FOAM CMU INSULATION. U-MASONRY W/1#5 BAR FILLED GROUT 5/8" (2) C01 CEMENTIfIOUS PLASTER. 1/2" GYPSUM BOARD OVER 1-1/2 METL HAT "J" MOLDS FURRING AT 16' O.C. a . v J, SEALANT a ad. hpt o FRAME 4e HIM d `-4 "...4 4 EALANT 16 GA. GALV HOLLOW METAL FRAME 1 9/16" 5 3/4" H/M FRAME HEAD 6A AT CMU WL. DET. A6.1 SCALE: 3" = 1'-O" 5/8" (2) COATS CEMENTIfIOUS PLASTER. CORE FILL 500 TAILORED FOAM CMU INSULATION- CONT. J MOLD. SEALANT \ WIRE ANCHORS 02'-8"-� C/C VERT D R AS SCHEDULED "d\ FILL FRAME W/ CONC. 1n Q 16 GA. GALV HOLLOW METAL FRAME SEALANT SHIM 1/2" GYPSUM BOARD OVER 1-1/2 " METAL HAT FURRING CHANNELS AT 16" O.C. 2" U-MASONRY W/1#5 BAR FILLED GROUP H/M FRAME IAMB AT CMU WL. DET. A6.1 SCALE: 3" = l'-O" c� Z In w SHIM--/ FRAME 4 FIR/ FIRE RATED CMU WALL CONSTRUCTION : 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL DOORS OPENINGS, IN 3 CELLS AT ALL MASS. CORNERS AT 4'-C C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. REFER TO UL#U910 FOR DETAILS, SHEET FP-1 U-MASONRY LINTEL W/1#5 BAR FILLED GROUT (3) HOURS H/M DOOR AND FRAME HEAD 8A AT CMU WL. DET. A6.1 SCALE: 3" = l'-O" 4 HR/ FIRE RATED CMU WALL CONSTRUCTION : 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL DOORS OPENINGS, IN 3 CELLS AT ALL MASS. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. REFER TO UL#U910 FOR DETAILS, SHEET FP-1 WOOD BLOCKING AS REQUIRED CAULK a FILL FRAME W/ CONC. Q: WIRE ANCHORS 0 — 2'-8" C/C VERT _ (3) HRS. FIRE RATED 1 SWING DOOR AS SCHEDULED 16 GA. GALV HOLLOW METAL FRAME 4 4 4 41 4 a 4 J 2„ U-MASONRY W/1#5 BAR FILLED GROUT 1/2" GYPSUM BOARD OVER 1-1/2 " METAL HAT FURRING CHANNELS AT 16" O.C. (3) HOURS H/M DOOR AND FRAME IAMB �B BRIDGE CONNECTION TO EXT'G. BUG. DET. 8B AT CMU WL. DET. A6.1 SCALE: 1-1/2" = 11-0" A6.1 SCALE: 3" = 1'-O" aDD D��OO�n] TO[�[lO`�O[�C� C�G°�a o MOLDO[n�C� ARCHTEMURAL c�nF�TbN Q77 OO F S N FOO RD p - ,1AM 'sl..assslrssrs ti.cow SC NHIMOLC COMM Ma lf'�'la G LOO G3f & •A •�•I�,�� � 3/4" T&G PLYWOOD DECK OVER 2X10 PT WD JOIST SPACING AT 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. a J m z w - - - - - - - - - - - - - - ---- 2X6 PT WOOD DECK - _ _ LEDGER ANCHOR W/l/4"0 - _ _ _ _ _ _ _ _ X6" EMBEDDED HYLTI HIT - - - - FIY150 EPDXY ANCHOR BOLTS AT 32" O.C. 1/2" GYPSUM BOARD OVER 1-1/2 METL HAT FURRING AT 16" O.C. -16 GA. GALV HOLLOW METAL FRAME (3) HRS. FIRE RATED 180' SWING DOOR AS SCHEDULED e I�MnfLnD HIM0 DD IPR, MR A H 7 2R ➢RFiVilfl 7 nn 9 6 SECOND FLOOR DECK SHEATHING• 3/4" / T&G CD—X PLYWOOD DECK, OVER PRE—ENGINEERED 2XPF WD. PARALLEL TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 2'-0" O.C. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING PLAN, HURRICANE TIES AND DESIGN DETAILS. STANDING SEAM METAL / ROOFING PANELS PRE—FAB OVER 2X PRE—ENGINEERED WOOD TRUSSES 0 24" O.C. ® EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO ® "DUR—O—WALL") AT 16" C.0 VERT. PROVIDE ® FULL HEIGHT #5 VER F. BARS IN GROUT FILL iT BOTH SIDES OF ALL WINDOWS AND DOORS ® OPENINGS, IN 3 CELLS AT ALL MASS.. CORNE S ® AT 4'—U" C/C THROUGHOUT. REFER TO ® STRUCTURAL DRAWINGS FOR DETAILS. ® "U" MAS. LINTEL ABOVE WINDOW AND ® DOORS HEAD W/# 5 BAR IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S.NOTED. ® (SEE STRUCTURAL DRWNG'S.) ® PROVIDE GALV. MTL. "J" MOLD. WHERE PLASTER FINISH ABUTS ALUM. STOREFRONT ® FRAME. PROVIDE 1/4" UNIFORM JOINF, ® FILLED WITH WATERPROOF SILICONE ® SEALANT. LEAVE NEAT 3/8" JOINT BETWEEN EDGE OF PLASTER GROUND AND ALUM. ® FRAME AND FILL JOINT W/CONT. SEALANT ® BEAD. ® PROVIDE TOOLED DRIP GROOVE CONTIN. ALONG UNDERSIDE OF ® PLASTER. S.- !11.14-94rr_rrrr wo- L2X6 PT WOOD DECK LEDGER ANCHOR W/l/4.OX6" EMBEDDED HYLTI HIT HY150 EPDXY ANCHOR BOLTS AT 32" O.C. CEILING CONSTRUCTION: SUSPENDED ACOUSTICAL CEILING TO BE 24" x 24" WHITE TECULAR EDGE ACOUSTICAL LAY -IN TILES TO MATCH EXISTING, INSTALLED IN 1"® WHITE T-BAR SUSPENSION SYSTEM AT 9'-0" A.F.F. / f EXTERIOR WINDOWS GLASS AND FRAME: ESP ALUM. WINDOWS TO MATCH EXISTING. limp molm®®®®®®®r_ ALUMINUM WINDOW 1 WNDW SECTION DETAIL A6.2 SCALE: 1-1/2" = l'-O" EXTERIOR WINDOWS GLASS - AND FRAM :1/4" FIXED PRE- FIN SH ESPNALUM. FRAMES ON ESP ALUM. PAN . FLASHING. (MATCH EXISTING WINDOWS.) . -CONT. (SEAMLESS) 3/4" THICK CONT. MARBLE INTERIOR WINDOW SILL, WITH BULLNOSE TOP EDGE AND "EASED" BOTTOM EDGE, SET IN NON —SHRINK GROUT AND SEAL JOINT WITH ® GROUT WHERE SILL ABUTS ALUM. ® 8"X8" KNOCK OUT BLOCK, PRO® IDE #5 BAR IN F FILL AT BOTH COURSES, ® OTHERWISE STRUCTURAL 0 mS DRWNG'S. NOTED. (SEE - STRUCTURAL DRWNG'S.) - s ® EXTERIOR CMU WALL CONSTRUCTION: 8" TYPE ® CONCRETE BLOCK WALL WITH LADDER HORIZ. JOINT REINFORCE (EQUIV. TO • "DUR—O—WALL") AT 16" C.0 VERT. PROVIDE I CMU WALLS INSULATION: PROVIDE CORE FILL 500 ® FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT INSULATION. BOTH SIDES OF ALL WINDOWS AND DOORS • OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. II FLOOR SLAB CONSTRUCTION: 4" THICK, 3000 P.S.I.. CONCRETE FLOOR SLAB W/6X6 #10/10 W.W.F. 6 MIL POLY THYLENE VAPOR BARRIER (LAPPED AND SEALED) UNDERGROUND DRAIN OR I I TERMITE —TREATED COMPACTED FILL PROVIDE SAW—CU F SPLASHBLOCK, REFER TO 3A I CONTROL JOINTS ® 15 FT. O.C. EACH WAY (MAX.). REFER I AND 3B SHEET A1.3 FOR TO STRUCTURAL DRAWINGS FOR DETAILS. DETAILS. i >/ I No. Data Revhdon 0 lk fr AppmW No. Date RovWw 8 "U" MAS. LINTEL ABOVE WINDOW AND DOORS HEAD W/# 5 BAR IN GROUT FILL, OTHERWISE STRUCTURAL DRWNG'S.NOTED. (SEE STRUCTURAL DRWNG'S.) PROVIDE GALV. MTL. "J" MOLD. WHERE PLASTER FINISH ABUTS ALUM. STOREFRONT FRAME. PROVIDE 1/4" UNIFORM JOINT, FILLED WITH WATERPROOF SILICONE SEALANT. LEAVE NEAT 3/8" JOINT BETWEEN EDGE OF PLASTER GROUND AND ALUM. FRAME AND FILL JOINT W/CONT. SEALANT BEAD. PROVIDE TOOLED DRIP GROOVE CONTIN. ALONG UNDERSIDE OF PLASTER. i EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO *OUR—O—WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUCHOU T. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. s T CEILING CONSTRUCTION: SUSPENDED ACOUSTICAL CEILING TO BE 24" x 24" WHITE TEGULAR EDGE ACOUSTICAL LAY —IN TILES TO MATCH EXISTING, INSTALLED IN 1" WHITE T—BAR SUSPENSION SYSTEM AT 9'-0" A.F.F. CAULK WOOD SHIM EXTERIOR WINDOWS GLASS AND FRAME:1/4" FIXED SAFETY GLASS IN PRE —FINISH ESP ALUM, FRAMES ON ESP ALUM. PAN FLASHING. (MATCH EXISTING WINDOWS.) EXISTING BUILDING • 1" AIR SPACING BETWEEN EXISTING AND NEW BUILDING. 0 PROVIDE NEOPRENE ROPE 4 HR/ FIRE RATED CMU WALL CONSTRUCTION : 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL DOORS OPENINGS, IN 3 CELLS AT ALL MASS. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. REFER TO UL#U910 FOR DETAILS, SHEET FP-1 1/2" GYPSUM BOARD OVER 7/8 MTL HAT FURRING AT 16" O.C. 1/2" GYPSUM BOARD OVER 1-1/2 METL HAT FURRING AT 16" O.C. ALUMINUM WINDOW HEAD DETAIL SILICONE J" "5/8 (2) COATS A6.2 SCALE: 3" = V-0" SEALANT MOLD. CEMENTITIOUS PLASTER TO MATCH EXISTING. SEALANT 18 GA. LUM. PA FLASHING 10. EXTERIOR WINDOWS CLASS AND FRAME:1/4" FIXED SAFETY CLASS IN PRE -FINISH ESP ALUM. FRAMES ON ESP ALUM. PAN FLASHING. (MATCH EXISTING WINDOWS.) CAULK CONT. (SEAMLESS) 3/4" THICK CONT. MARBLE INTERIOR WINDOW SILL, WITH BULLNOSE TOP EDGE AND "EASED" BOTTOM EDGE, SET IN NON -SHRINK GROUT SEAL JOINT WITH GROUT WHERE SILL ABUTS ALUM. 3 1/2" 8"X8" KNOCK OUT BLOCK, PROVIDE #5 BAR IN GROUT FILL AT BOTH COURSES, OTHERWISE STRUCTURAL DRWNG'S. NOTED. (SEE STRUCTURAL DRWNG'S.) CMU WALLS INSULATION: PROVIDE CORE FILL 500 INSULATION. EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. O II II II I ALUMINUM WINDOW 1B SILL DETAIL A6.2 SCALE: 3" = l'-O" Dmn by: DAN EJU A 01/05 A8 NOTED Chocked by: V.TAN / Date: DECEMBER, 2004 ApprowW by: / I Job No. COM Cat#%Lv* of � Na I mw )w.1 C oTy OF SAN OO RDD 8E MON 001 E C OO UNTY9 G LOO ROCI . 2 BUILDING JOINTS AT END CORNER WALL DETAIL A6.2 SCALE: 3" = l'-O" 3 BUILDING JOINTS AT BRIDE WALL DETAIL A6.2 SCALE: 3" = l'-O" 1 9i _. p me.Ww.er TE xsissrrs Z­-I,©s wriftom"48mol4amm I%maajurn DOOR AND HARDWARE SCHEDULE DOOR NO. DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH TYPE LOCK SET FUNCTION HARDWARE NOTES REMARKS DOOR SCHEDULE FOR FIRST FLOOR Ol 3-0 x 7-0 x MANF'R STEEL PAINT STEEL PAINT 1 TURN/PUSH T 3-HR FIRE RATED/180' SWIN 02 3-0 x 7-0 x 1-3/4 GLASS PAINT H/M PAINT 2 PANIC EXIT-L A, S. T, W (2) VISION PANELS 03 3-0 x 7-0 x 1-3/4 C(ASS PAINT H/M PAINT 2 TURN/PUSH A, S, r, W 2) VISION PANELS/INSULATED 04 3-0 x 7-0 x 1-3/4 WRED G SS PAINT H/M PAINT 3 TURN/PUSH A, T 3-HR. FIRE RATED DOOR 05 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PASSAGE B PRE -HUNG DOOR 06 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 07 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 08 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 09 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 10 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 11 2-10 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PRIVACY B, K PRE -HUNG DOOR 12 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN H/M PAINT 5 PASSAGE A. B, K, T 3/4 HR. FIRE RATED DOOR 13 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 14 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 15 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 16 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 17 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 18 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR DOOR SCHEDULE FOR SECOND FLOOR 19 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN H/M PAINT 5 PASSAGE A, B, K, T 3/4 HR. FIRE RATED DOOR 20 3-0 x 7-0 x MANF'R STEEL PAINT STEEL PAINT 1 TURN/PUSH T 3-HR FIRE RATED/180- SW1N 21 3-0 x 7-0 x 1-3/4 & WIRED LASS PAINT H/M PAINT 3 TURN/PUSH A. T 3-HR. FIRE RATED DOOR 22 2-10 x 7-0 x 1-3/4 S.C. WOOD I STAIN WOOD PAINT 4 PRIVACY B, K PRE -HUNG DOOR 23 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 24 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON D PRE -HUNG DOOR 25 3-0 x 7-0 x 1-3/4 S.C. WOOD STAIN WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR 26 3-0 x 7-0 x 1-3/4 S.C. WOOD WOOD PAINT 4 PUSH BUTTON D PRE -HUNG DOOR 27 3-0 x 7-0 x 1-3/4 S.C. WOOD [STAIIN N WOOD PAINT 4 PUSH BUTTON B PRE -HUNG DOOR ISE NOTED, ALLBE 'SSWN" WITH OR LOCK SET FUNCTIONS NNLESS #626oATNµCHROME FINISH, ANDKSHALL BESETSALL CERTIFIEDOBYIMFRUFOR ADA COMPLIANCEROVED EQUAL TURN/PUSH ENTRANCE LOCK W/ TURN/PUSH BUTTON, ANSI F82, GRADEI, EQUIV. TO SCHLAGE 053PO PUSH BUTTON ENTRANCE/OFFICE LOCK WITH PUSH BUTTON, ANSI F82, GRADE 1, EQUIV. TO SCHLAGE D50PD STOREROOM STOREROOM LOCK, ANSI F86, GRADE 1, EQUIV. TO SCHLAGE D80PD PASSAGE PASSAGE LATCH, ANSI F75, GRADE 1, EQUIV. TO SCHLAGE 0105 PRIVACY PRIVACY LOCK SET WITH EMERGENCY ACCESS, ANSI F76, GRADE 1, EQUIV. TO SCHLAGE D40S PUSH/PULL HAGER 30S PUSH PLATES, 3" X 12" X .050" AND HAGER 3G PULL, 3/4" DIA. X 8" X 2-1/4" PROJ. X 1-1/2" CLR. PANIC EXIT L RIM EXIT DEVICE W/ LOCKABLE REENTRY, EQUIV. TO VON DUPRIN TOUCH BAR SERIES 98 W/ TIDE NL NIGHT LATCH AND LEVER #06 PANIC EXIT R RIM EXIT DEVICE W/ CONTINUOUS REENTRY, EQUIV. TO VON DUPRIN TOUCH BAR SERIES 98 W/ TYPE BE REENTRY AND LEVER #06 HARDWARE NOTES A AUTOMATIC CLOSER, ANSI A156.4, GRADE 1, LCN 4041 SERIES W/ DELAYED ACTION. ADJUST FOR 5 LB. MAX. OPENING FORCE. B WALL BUMPER AT LOCK SET, EQUIV. TO GLYNN-JOHNSON 50C OR 60C INSTALLED W/ CONCEALED DEADWOOD BLOCKING BEHIND WALL FINISH C HEAVY DUTY OVERHEAD STOP, EQUIV. TO GLYNN-JOHNSON 80 SERIES. D ADA ROOM IDENTIFICATION PLAQUE, PER DETAIL PROVIDED G ASTRAGAL FOR PAIRS OF DOORS (ALWAYS REQ'D FOR FIRE -RATED PAIRS) H WALL -MOUNTED HOLDER, EQUIV. TO GLYNN-JOHNSON W45A INSTALLED W/ CONCEALED DEADWOOD BLOCKING BEHIND WALL FINISH K 080" STAINLESS STEEL KICK PLATES BOTH SIDES, 8' HIGH X WIDTH OF DOOR S EXIERIOR STRIKE PLATE PROTECTOR T THRESHOLD WITH AND DOOR DOTTUM SWEEP (MAX. 1/2" HEIGHT, SLOPED SADDLE TYPE PER ADA) W WEATHER STRIPPING & BUG SWEEP AT BOTTOM OF DOOR WINDOW SCHEDULE TYPE DESCRIPTION WIDTH X HEIGIT ALUM REMARKS 0 TYPE A 7'-4" X 5'-4" © TYPE B 4'-0" X 6'-0' © TYPE C 4'-0" X 12'-0" 18" TRANSOM INCLUDED DO TYPE D 2'-B" X 6'-0' Q TYPE E 4'-0" X .`i -4" R.0 = 4'-0" FIXED GLASS ra n = -i'-4" equal equal equal F A u R.0 = 4'-0" rivrn 01 ACC 0 I u F -I F C I Tn ROOM FINISH SCHEDULE NUM. ROOM NAME FLOOR FINISH WALL BASE WALL FINISH CEILING FINISH REMARKS 0 0 U W z O m 0 N O ¢ Ln O < dj m Z OU _j Q d Z ¢ O W m < N Cr7 � O cK N !Z J U Y ¢ Y Q (DO F- Y ¢ W ¢ m 1 X O w¢ W W w W¢¢ :Z W(n� C¢J V) w J 0 O = U � J = J 0- 0- X Z 2 � � C` r1 YU`- CC W O �yX,� IW W O F- O F- O X m W > 2 O W F- F- X W x z z W CO CV O'. iD 7-1 C,O CV a- aa- O 99 BRIDGE 100 HALLWAY 101 STAIRS 102 H/C TOILET 103 COFFEE STATION 104 OFFICE 105 OFFICE 104 OFFICE 105 OFFICE 106 OFFICE 107 OFFICE 108 OFFICE 109 OPEN PLAN OFFICES 110 OFFICE III OFFICE 112 OFFICE 113 OFFICE 114 OFFICE 115 OFFICE 116 OFFICE 117 HALLWAY 101 STAIRS 201 HALLWAY 202 COFFEE STATION 203 H/C TOILET 204 OFFICE 205 OFFICE 206 OFFICE 207 OFFICE 208 OFFICE 209 OPEN PLAN OFFICES 210 BRIDGE ROOM FINISH NOTES: 1. THERE SHALL BE NO CHANGE IN FINISH FLOOR ELEVATION GREATER THAN 1/4", UNLESS A TRANSITION STRIP OR RAMP IS UIIUZED TO PROVIDE A 1:12 MAX. SLOPE. PROVIDE A CONTIN. TAPERED TRANSITION STRIP WHERE THIN FLOORING SYSTEM (SUCH AS CARPET OR VINYL) ABUTS A THICKER FLOORING SYSTEM (SUCH AS CERAMIC TILE). TRANSITION STRIPS SHALL BE MARBLE WHEN ABUTTING CERAMIC OR QUARRY TILE, AND MAY BE METAL WHEN ABUTTING ONLY CARPET OR VINYL FLOORING. 2. ALL GYPSUM BOARD CEILINGS WILL RECEIVE KNOCK DOWN TEXTURE & PAINT. 3. EVERY WINDOW UNIT SHALL HAVE 1" WHITE MINI -BLINDS INSTALLED PER DETAIL 2/A8.1.1. R.0 = 2'-8" FIXED GLASS /F R.0 = 4'-0" R.0 = 2'-8" FIXED GLASS FIXED GLASS MARBLE TRANSITION STRIP 1 1/2" 1 2" CERAMIC/QUARRY TILF \ � ARPEI MORTAR BED ' •' CONC. SLAB " ' r ° q ; 4 CERAMIC TILE TO CARPET TILE �a FL. TRANSITION DET. A71 SCALE: 1-1/2" = 1'-0" V_n" DOOR TYPE "1" 3'-0" X 7'-0" HT 16 GA. H/M FRAME 3 HOURS FIRE RATED FLUSH DOOR W/180- SWING. CN I DR. TYPE " 1" A7.1 SCALE: 1 /2" = 1'-0" ',-n„ v-w i00R TYPE °2° DOOR TYPE "3" Wl 6 6„ 6B A6.1 UD CV O 3'-0" X 7'-0" HT 16 GA. H/M FRAME 3'-0" X 7'-0" HT 16 GA. H/M FRAME 3 AND INSULATED DOOR W/1/4" HOURS FIRE RATED FLUSH DOOR WITH TEMPERED GLASS rOP AND BOTTOM 6"X24" VISION PANEL W/1-1/2" THICK HALF PANELS. WIRED GLASS. 2A DR. TYPE "2" DR. TYPE "3" I'llA7.1 A11 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 3'-0" DOOR TYPE "4" DOOR TYPE "5" 3'-0' X 7'-0" HT STAINED S.C. 3'-0" X 7'-0" HT 16 GA. H/M FRAME 45 WOOD PHE-HUNG DOOR. MIN. FIRE RATED STAINED C.C. WOOD DOOR WITH 6"X24" VISION PANEL W/1-1/2" THICK WIRED GLASS. 2c DR. TYPE "4" 2D DR. TYPE "5" A7.1 SCALE: 1/2" = 1'-0" A/.l SCALE: 1/2" = 1'-0" REFER TO A6.1 FOR DOOR AND FRAME DETAILS. - 253x3-FG ALUM. 210-V BOTTOM DOOR BY THERMAL BARRIER EMKU No. 6 x 5/8" PHSMS, Phillips SADDLE THRESHOLD (Factory Provided) BY PEMKO OR APPROVED EQUAL. No. 10 x 1-1/2" FHWS, CERAMIC/QUARRY TILE s Philli P (Factory Provided) 4 4 WALK \ ONC. SID 1/2" IMPREGNATED FIBER a '1 BOARD TURN DOWN SLAB, REFER TO STRUCTURAL DRAWINGS FOR DETAILS �B THERMAL BARRIER SADDLE THRESHOLD DETAIL. A7.1 SCALE: 1-1/2" = 1'-O" REFER TO DOOR SCHEDULES FOR - DETAILS. 255 FG ALUM. -THRESHOLD BY PEMKO OR APPROVED EQUAL.- 5 — No. 10 x 1-1/2" FHWS, Phillips ERAMIV UARRY TIE (Factory Provided) A a A SLAB, REFER _CONCRETE TO STRUCTURAL LSIDEWALK DRAWINGS FOR DETAILS SLAB, REFER TO CIVIL DRAWINGS FOR 1/2" IMPREGNATED DETAILS FIBER BOARD �c THRESHOLD DETAIL. A7.1 SCALE: 1-1/2" = 1'-0" — — — — — — — — — — — — — — — — — — — — — — — ---------------------------------------------------——— — — — — — - EXTERIOR WINDOWS CLASS AND FRAME:1/4" EXTERIOR WINDOWS GLASS AND FRAME:1/4" EXTERIOR WINDOWS GLASS AND FRAME:1/4" EXTERIOR WINDOWS GLASS AND FRAME:1/4" EXTERIOR WINDOWS GLASS AND FRAME:1/4" EXTERIOR WINDOWS GLASS AND FRAME:17 FIXED SAFETY GLASS IN RE -FINISH ESP ALUM. FIXED SAFETY GLASS IN RE -FINISH ESP ALUM. FIXED SAFETY GLASS IN RE -FINISH ESP ALUM. FIXED SAFETY GLASS IN RE -FINISH ESP ALUM. FIXED SAFETY GLASS IN RE -FINISH ESP ALUM. FIXED SAFETY GLASS IN RE -FINISH ESP FRAMES ON ESP ALUM. PAN FLASHING. FRAMES ON ESP ALUM. PAN FLASHING. FRAMES ON ESP ALUM. PAN FLASHING. FRAMES ON ESP ALUM. PAN FLASHING. FRAMES ON ESP ALUM. PAN FLASHING. FRAMES ON ESP ALUM. PAN FLASHING. (MATCH EXISTING WINDOWS.) (MATCH EXISTING WINDOWS.) (MATCH EXISTING WINDOWS.) (MATCH EXISTING WINDOWS.) (MATCH EXISTING WINDOWS.) (MATCH EXISTING WINDOWS.) WINDOWS TYPES. A7.1 SCALE: 1/2" = l'-O" NO. Daft Appmed NO. Dabs RevWm JAWMW DnWled by / CM I lFrATM Shoot NO. o ® Drarlm by E�DA�u o,/os 808W As NOTED laDDO�'nOO �l `11 OO EM� it 0BR:` Cpa o UOLDON(m mwww,. ffi DOOG�3�/l I1DOOMILAID ChWM br. MAN / DOW DECEMBER, 2004 uOIF SAIMIFOO G3 DD G300H IFONO2a 8C"1CDD ULC�Alf CIMod by: / ,bb N0, C8532 w 1sssrs. sies 2�� -PAS9 c raf�or No, nc ".1�Cf�]�UvIOO LC C� oOMaT�la G'LOO [3[1 oDQo,�+',.,�, •.• ,: o r:. GENERAL BLOCKING NOTE: ALL CONCEALLED 'HALL BLOCKING SHALL BE MIN. 22 GA. GALV. STEEL, OR FIRE RETARDANT TREATED WOOD EXCEPT THAT STANDARD W( 3E USED ONLY IN RESTROOM )NTREATED WOOD FRAME WA 3OOSENECK W/ W1DE WRIST ;OLID BLOCKING AROUND OWEL DISPENSER —1/2' DIA. GRAB BAR EQUI 10 BRADLEY j8122-0593652 N CONFIG. 1059 (36" X 52', MUDS OR FURRING AT V C/C IN WALL CAVITY (T) N8 SOLID BLOCKING ,TYP AT GRAB BARS) kLL WALL —HUNG LAVS & 1RINALS SHALL UTILIZE MFR'' PALL CARRIAGES, ANCHORED ;OUD FRAMING OR BLOCKING 'ROVIDE CONCEALED iOUD BLOCKING 3EHIND/AROUND ALL VASHROOM ACCESSORIES NSULATE HOT, COLD AND )RAIN PIPE W/ "TRAP WRAP (IT #C50OR (OR EQUAL) ADA RESTROOM ELEVATIONS A8.1 SCALE: 1/2' = l'—O" -SURFACE-MOUNTED PAPER TOWEL DISPENSER EQUIV. TO BOBRICK B-262 FOR 400 C- OLD TON:LS (UNLESS OTHERWISE DIRECTED BY OWNER) SOLID BLOCKING (CONCEALLED) V-4' X Q X <f• z Z � Z N Ell . M s ADA RESTROOM ELEVATIONS A8.1 SCALE: 1/2" = 1'-0' TOILET ROOM FIXTURES AND ACCESSORIES SHALL BE CERTIFIED BY MANUFACTURER FOR COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT. ALL FIXTURES SHALL BE MOUNTED AT HEIGHTS AND WITH CLEARANCES AS REQUIRED BY ADA, AND AS FOLLOWS: TOILETS SHALL BE MOUNTED EXACTLY 18" FROM SIDE WALL OR PARTITION, AND TOP OF SEAT SHALL BE FROM 17" TO 19" AFF. FLUSH CONTROL SHALL BE LOCATED NOT MORE THAN 44" AFF, AND SHALL BE OPERABLE WITH MAX. 5 LB. FORCE. GRAB BARS SHALL BE PROVIDED AT EACH TOILET, MOUNTED W/ TOP FROM 33" TO 36' AFF. MOUNT GRAB BARS INTO CONCEALED, SOLID WOOD BLOCKING AS REQUIRED TO RESIST 250 PLF FORCE APPLIED TO GRAB BAR AT ANY POINT IN ANY DIRECTION GRAB BARS SHALL BE FROM 1-1/4" TO 1-1/2- IN DIAMETER AND SHALL PROTECT AT LEAST 1-1/2" FROM 'HALL PROVIDE CONCEALED FASTNERS dTH TRIM SCUTCHEON . EXTEND GRAB BARS 26' ALONG WALL BEHIND TOILET AND 54' ALONG WALL BE SIDE TOILET. TOILET PAPER DISPENSERS SHALL BE INSTALLED BELOW GRAB BAR ON SIDE WALL AT LEAST 19" AFF AND A MAXIMUN OF 36' AWAY FROM REAR 'HALL. PROVIDE CONCEALLED SOLID BLOCKING. PAPER TOWEL DISPENSERS SHALL BE MOUNTED ON WALL BESIDE EACH LAV, WITH DISPENSER SLOT NOT MORE THAN 44" AFF. PROVIDE SOLID WOOD BLOCKING IN WALL AROUND ROUGH OPENING. WALL HUNG LAV SHALL BE MOUNTED WITH FRONT ROOM AT 2'-10" AFF MAX. FAUCETS SHALL HAVE WIDE WRIST BLADE CONTROLS WITH GRASPABLE HANDLES, OR SINGLE LEVER CONTROLS WITH GRASPABLE HANDLES THAT MAY BE OPERATED WITH NOT MORE THAN 5 LB.FORCE, HANDLES SHALL HAVE COLOR CODED INSERTS, RED FOR HOT AND BLUE FOR COLD. HOT WATER PIPES AND DRAIN PIPES SHALLBE INSULATED BELOW LAVS. MIRRORS SHALL HAVE POLISHED SAFETY EDGE OR CHROME CHANNEL EDGE, AND SHALL BE MOUNTED ABOVE EACH LAV. W/BOTTOM AT 34" AFF. MIRRORS SHALL BE MIN. 18' WIDE X 30" HEIGHT. URINALS (WHERE INDICATED) SHALL HAVE ELONGATED RIM, AND MOUNTED WITH RIM AT 17' AFF. MAX. FLUSH CONTROL SHALL BE MOUNTED NOT MORE THAN 44" AFF AND SHALL BE OPERABLE WITH A MAX. FORCE OF 5 LBS.SEE PLUMBING DRAWINGS FOR ADDITIONAL FIXTURE REQUIREMENTS. 8 ADA REQUIREMENTS A8.1 SCALE: 1/2' = 1'-0' 30' MIRROR W/ SAFETY 'E OR CHROME CHANNEL LIQUID SOAP DISPENSER IV. TO BOBRICK 18- 4112 (UNLESS OTHERWISE DIRECTED BY OWNER) 2 ADA RESTROOM ELEVATIONS A8.1 SCALE: 1/2' = 1'-0' _ I V-4' P 3'-0' (BEHIND TOILET) 2 1/4" 3'-0" (BEHIND TOILET) 2 1/4" MIN. 2x8 SOLID BLOCKING (TYP AT GRAB BARS) SOLID BLOCKING (TYP AROUND T.P. DISP) TOILET PAPER DISPENSER EQUIV. TO BOBRICK B-4338 (RECESSED INTO FRAME WALL) 3 ADA RESTROOM ELEVATIONS A8.1 SCALE: 1/2" = l'—O" 18" X 30" MIRROR W/ SAFETY EDGR OR CHROME CHANNEL 2 X 8 SOLID WOOD BLOCKING (TYP AT GRAB BARS) T- X 4 WOOD BLOCKING (TYP AROUND T.P. DISP) x r= C ¢ m TOILET PAPER DISPENSER 0 o EQUIV. TO BOBRICK B-4338 o (RECESSED INTO FRAME WALL) O SUBSTITUTE BOBRICK 8-228 (SURFACE MTD) ONLY AT MASONRY WALLS N (UNLESS OTHERWISE DIRECTED BY OWNER) 4-4- SANITARY COVE BASE (REFER TO ROOM FINISH SCHEDULE) ADA RESTROOM ELEVATIOS A8.1 SCALE: 1/2' = 1'-0" 1" VARIES 1" IN ACCORDANCE WITH ADA REQUIREMENTS, ALL PERMANENT ROOM IDENTIFICATION SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR, AND SHALL BE MOUNTED WITH THE CENTERLINE OF THE SIGN AT 5'-0" A.F.F. W MOUNTING LOCATION FOR SIGN SHALL BE SUCH THAT A PERSON MAY APPROACH WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING IN THE SWING OF THE DOOR. IF THERE IS INSUFFICIENT WALL SPACE ADJACENT �, U TO THE LATCH SIDE OF THE DOOR, THE SIGN SHALL BE MOUNTED ON THE NEAREST z ADJACENT WALL. ADA SIGNAGE SHALL COMPLY _WITH THE DETAILS PROVIDED AT z THE RIGHT. w DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES 't SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. — HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED AT 36" (in. ABOVE FINISH FLOOR. PROVIDE LEVER HARDWARE EQUIV. TO - WOMEN SCHLAGE RH)ODES SERIES. DOOR CLOSERS SWEEP PERIOD SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70'. THE DOOR WALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 IN. FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE — ':•:' . DOOR. ADJUST FOR 5 LB. MAX FORCE. RADIUS (TYP.) asdlfkjosdlkjf ALL PERMANENT ROOM IDENTIFICATION SIGNS SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. SIGNS SHALL BE ADHERED TO SUPPORTING SURFACE BY ADHESIVE, SELECTED FOR HIGH 3 STRENGTH AND DURABILITY OF BOND BETWEEN SIGN BACKING AND SUPPORTING SURFACE MATERIAL. C—L 0 I in 9 ADA REQUIREMENTS. A8.1 SCALE: 1/2" = 1'-0 SIGN BACKGROUND SHALL BE MINIMUM 1/8" THICK ACRYLIC PLATE. BACKGROUND COLOR SHALL BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STANDARD AND CUSTOM COLORS, AND SHALL PROVIDE AT LEAST 70% CONTRAST WITH WHITE FOREGROUND LETTERS. BACKGROUND FINISH SHALL BE NON —GLARE. ACRYLIC LETTERING SHALL BE RAISED AT LEAST 1/32', AND MAY BE ACHIEVED THROUGH SURFACE APPLICATION, ETCHING OR INJECTION MOLDING. ALL LETTERS SHALL BE UPPER CASE. LETTER SIZE SHALL BE AS INDICATED, BUT IN NO CASE LESS THAT 5/8' HIGH OR GREATER THAN 2" HIGH. TYPE STYLE SHALL BE HELVETICA MEDUIM, AND COLOR SHALL BE NON —GLARE WHITE. WHERE MORE THAN ONE ROW OF LETTERING IS REQUIRED, THE LEADING (BLAND SPACE) BETWEEN ROWS SHALL BE APPROXIMATELY 80% OF THE HEIGHT OF THE LETTERING. GRADE 2 BRAILLE REQUIRED, COLOR TO BE SAME AS SICN BACKGROUND. INTERNATIONAL PICTOGRAM SYMBOLS, WHERE REQUIRED, SHALL BE RAISED AT LEAST 1/32" (SIMILAR TO LETTERS), AND SHALL HAVE A MINIMUM 6' HIGH VERIICAL FIELD. THE EQUIVALENT VERBAL DESCRIPTION (TEXT) OF THE PICTOGRAM SHALL BE PLACED DIRECTLY BELOW THE PICTOGRAM, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. PICTOGRAMS SHALL BE REQUIRED FOR THE FOLLOWING ROOM SIGNS: MEN (MALE ACCESSIBLE RESTROOM) WOMEN (FEMALE ACCESSIBLE RESTROOM) FIRE FYTItira IICUFp ITED 4 FIRE PEXTJNGUISHER HEIGITTSmam. A8.1 SCALE: 1X2"(NHNt}- nnnp unnru vn" p.oro,.ea LEVER HARDWARE (TYP.) THERMOSTAT TYPICAL ELECTRICAL SWITCH,DIMMER, ETC. '14 I TYPICAL WALL MOUNTED DUPLEX ELECTRICAL TELEPHONE AND DATA OUTLETS �r \ o � o I 5 TYPICAL MOUNTING HEIGHTS A8.1 SCALE: 1/2" = 1'-0" PUSH SIDE Y nnnp unn ru A" W- NOTE: X=12 in.(305 mm.) 1 If the door has both a closer and a latch. FRONT APPROACHES SWINGING— DOORS PULL SIDE nnnp unnru v NOTE: X=36 in. (915 mm) If Y=60 in (1525 mm) X=42 in. (1065 mm) if Y=54 in.(1370 mm) PULLSIDE HINGE -SIDE APPROACHES - SWINGING DOORS 24 in. minimum. -SE E E r C Ln —UD N 0 NOTE: Y=48 in. (1220 mm) minimum if the door has both a closer and a latch. X 24 in. rain. 610 mm. NOTE: Y=54 in. (1370 mm.) NOTE: Y=4 If the door has a closer. If tf: LATCH —SIDE APPROACHES SWINGING— DOORS MANEUVERING CLEARANCE �o AT DOORS A$.1 SCALE: 1/2" = 1'-0" ,�I�PTt1 54 in. (min.) 1_17n mm PUSH SIDE 4" Min. • ®-.: :��© 0 0lIMM � REM - DesVW by. / SCOW AS NOTED Drawn by: E.ALDANA OU06 ChecMd by: V.TAN / Dade: DECEMR. M APPMVW by: / Job No. CSM cat>fiarh a/AxdwftWim Na 82E Fie: ASA D0V001 TO CSTOIC� C�pa a MQ(�DD�1C� CERrRCATM CCU I` OO G BQa G OG3D �, - _ - 31EMOaOO LAC COUNTY, UNTY, G LOG BA.MWww#u1w.ev'1xSixv4rrs.ev=MMWNTH 003AESHUTV ACT 'it? n ft* n rum F�MUNNAM t No. s FIRE PROTECTION NOTES: 1. THE SPRINKLER SYSTEM SHALL BE INSTALLED BY AN APPROVED FIRE SPRINKLER CONTRACTOR WHO MUST SUBMIT COMPLETE FIRE SPRINKLER SHOP PLANS AND HYDRAULIC CALCULATIONS, SIGNED AND SEALED BY HIS REGISTERED FLORIDA ENGINEER. ALL SYSTEMS SHALL COMPLY WITH FLORIDA FIRE PREVENTION, 2001 REQUIREMENTS. 2. PROVIDE ALL LABOR, MATERIAL, NECESSARY EQUIPMENT AND SERVICES TO COMPLETE THE FIRE PROTECTION WORK AS REQUIRED, AS SPECIFIED HEREIN OR BOTH. 3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED TO COMPLY WITH THE LATEST LOCAL CODES, INSURER'S AND AUTHORITIES REQUIREMENTS TO MAINTAIN A FULLY SPRINKLERED BUILDING CONDITION UPON COMPLETION OF PROJECT BASED ON NFPA-13 REQUIREMENTS, 4. CONTRACTOR SHALL FURNISH AND INSTALL HYDRAULICALLY DESIGNED AUTOMATIC FIRE SPRINKLER SYSTEMS COMPLETE IN ALL RESPECTS CONFORMING TO ALL LOCAL DIRECTIVES, CODE REQUIREMENTS, OWNER'S BUILDING CRITERIA AND ALL NECESSARY SUBMITTALS -TO OBTAIN OWNER'S INSURER AND LOCAL AUTHORITIES APPROVALS. PROVIDE AS -BUILT/ MODIFIED FIRE PROTECTION SHOP DRAWINGS AS REQUIRED. 5. FURNISH ALL NECESSARY EQUIPMENT, LABOR, AND DESIGN EXPERTISE TO DESIGN AND CONSTRUCT INSTALLATIONS OF SPRINKLER HEADS, VALVES, SWITCHES, CONTROLS, ALARMS, TESTING FACILITIES, ETC. TO ACCOMPLISH REQUIRED BUILDING COVERAGES. 6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL OWNER REQUIREMENTS AND LOCAL CODES AND ORDINANCES. MATERIALS SHALL BE NEW AND FREE OF DEFECTS. 7. ALL PIPING SHALL BE SUPPORTED FROM BUILDING IN AN APPROVED MANNER. 8. PIPE SPECIFICATION: FOR LINES 2 1/2" AND LARGER USE BLACK STEEL SCHEDULE 10 ASTM A 135-73A WITH ROLLED MECHANICAL COUPLINGS AS PER NFPA AND UL APPROVED FOR FIRE SPRINKLER SERVICE. FOR LINES 1" TO 2" USE STEEL THREADABLE THINWALL PIPE TYPE XL BY ALLIED TUBE AND CONDUIT. ASTM A135-732, GRADE B WITH MALLEABLE IRON, 150 PSI BANDED OR CAST IRON 175 PSI, -THREADED, BLACK ANSI B 16.3 OR B 16.4. FOR UNDERGROUND LINES INSIDE AND OUTSIDE THE BUILDING USE DUCTILE IRON PIPE CLASS 52 WITH CEMENT LINING, ANSI A21.4.74. USE WITH MECHANICAL JOINT CAST IRON FITTINGS ANSI A21.10-71, CLASS 250. SPRINKLER TEST LINES AND DRAIN PIPING SHALL BE GALVANIZED STEEL PIPE, SCHEDULE 40, ASTM A-53-78 GRADE A OR A-135-73A, GRADE A. 9. TEST ALL FIRE SPRINKLER PIPING AT 200 PSI MINIMUM HYDROSTATIC PRESSURE FOR A MINIMUM OF 2 HOURS, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE WHEN THE MAXIMUM PRESSURE TO BE MAINTAINED IN THE SYSTEM IS IN EXCESS OF 150 PSI. 10, CONTRACTOR SHALL PROVIDE FIRE DEPARTMENT TEST VALVES, ETC. AND PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND REQUIRED FOR THE FIRE PROTECTION SYSTEMS. 11. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, INSURANCE AND TAXES REQUIRED TO INSTALL AND COMPLETE THE FIRE PROTECTION SYSTEMS, 12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES WITH THE PROGRESS OF CONSTRUCTION. 13. PROVIDE ALL METERIALS AND SERVICES REQUIRED FOR ELECTRICAL TO MAKE FIRE ALARM SYSTEMS OPERATIONAL AS RELATED TO FIRE SPRINKLER SYSTEM. SECTION A -A SYSTEM No WL•2098 UL ASSEMBLY DESIGN FOR THROUGH PENETRATION FIRESTOP (FOR PVC PIPE PENETRATING FRAME WALL) Through -Penetration Firestop Systems Guide Information System No. W-L-2098 January 03, 1997 F Ratings ? 1 and 2 Hr (See Item 1) T Ratings ? 1 and 2 Hr (See Item 1) L Rating At Ambient ? Less Than 1 CFM/Sq Ft L Rating At 400 F ? 4 CFM/Sq Ft 1. Wall Assembly The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diarn of opening is 4-3/8 in. The hourly F and T Ratings of the firestop system are equal to the hourly fire rutiny of the wall assembly in which it is Installed. 2. Through Penetrants One nonmetallic pipe installed within the firestop system. Pipe to be rigidly supported on both sides of floor or wall assembly. The space between pipe and periphery of opening shall be min 3/4 in. to max 1-1/4 in. Pipe to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe Nam 2 in. diarn (or smaller) Schedule 40 PVC pipe for use in closed (process or supply) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Norn 2 in, diarn (or smaller) SDR17 CPVC pipe for use in closed (process or supply) piping systems. 3. Fill, Void or Cavity Materials* ? Sealant Installed to completely fill the annular space between the pipes and gypsum wallboard on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC ? FS611A or FS-One Sealant (Note: L Ratings apply only when FS-ONE Sealant is used). *Bearing the UL Classification Marking 14. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. 15. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT FOR PROCESSING PRIOR TO INSTALLATION. 16. VERIFY ALL DIMENSIONS AND CLEARANCES WITH THE STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 17. ALL SPRINKLER HEADS INDICATED ON DRAWINGS PREPARED BY ENGINEER OF RECORD FOR THE FIRE SPRINKLER SYSTEM ARE FOR COORDINATION PURPOSE ONLY. CONTRACTOR SHALL VERIFY COVERAGE AND ADD HEADS AS REQUIRED. 18, PROVIDE SPARE HEADS AND WRENCH(ES) IN LOCKABLE METAL CABINET, LOCATE AS DIRECTED BY ARCHITECT. 19. LOCATE SPRINKLER HEADS SYMMETRICALLY WITHIN EACH AREA; COORDINATE WITH LIGHT FIXTURES, PLUMBING PIPES AND STRUCTURAL BEAMS. 20. HEAVY WIRE GUARDS SHALL BE PROVIDED FOR SPRINKLER HEADS LOCATED WHERE SUBJECTED TO BEING ACCIDENTALLY HIT. 21. PROVIDE DEFLECTORS TO KEEP SYSTEM FROM DISCHARGING ON ELECTRICAL PANELS, EQUIPMENT, ETC. 22. PROVIDE ALL ACCESS PANELS, IDENTIFICATION TAGS, AND SIGN, ETC. COORDINATE LOCATIONS WITH ARCHITECT. 23. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE. SUBMIT DISCREPANCIES AND DIFFERENCES TO ARCHITECT FOR CONSIDERATION AND DECISION BEFORE PROCEEDING. 24. OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER CONTRACT AND PROVIDE READY ACCESSIBILITY TO VALVES, SWITCHES, AND OTHER APPARATUS, INCLUDING ANY PART OF THE SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 25. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE FIRE PROTECTION WORK, AND REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT WITH THE ARCHITECTURAL, STRUCTURAL, AND FIRE RATING REQUIREMENTS AND 'TO FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE BUILDING. 26. SUBMIT SHOP DRAWINGS OF ALL MATERIALS, EQUIPMENT AND SYSTEMS TO THE OWNER'S AND TENANT'S INSURANCE AGENCIES AND ALL AUTHORITIES HAVING JURISDICTION AND OBTAIN THEIR APPROVAL AND/OR PERMIT PRIOR TO SUBMITTING THE SHOP DRAWINGS TO THE ARCHITECT FOR RECORD AND PROCEEDING WITH PROCUREMENT AND INSTALLATION. 27. PROVIDE ADEQUATE HEADROOM AND SPACE FOR INSTALLATION OF PLUMBING PIPES, HVAC DUCTS, PIPING AND EQUIPMENT, LIGHTING, ETC. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES WITH OTHER,TRADES. 28. PROVIDE PROTECTION FOR HEADS AND SYSTEMS DURING COURSE OF WORK BY OTHER TRADES. REPLACE ANY DAMAGED HEADS AND EQUIPMENT PRIOR TO ACCEPTANCE OF SYSTEMS. 29. GENERAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR SHALL EACH GUARANTEE ALL FIRE PROTECTION SYSTEM MATERIALS AND WORKMANSHIP FREE FROM DEFECT FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. SECTION A -A SYSTEM No W-L-1085 UL ASSEMBLY DESIGN FOR THROUGH PENETRATION FIRESTOP (FOR SLEEVES PIPE OR CONDUIT PENETRATING FRAME WALL) Through -Penetration Firestop Systems Guide Information System No. W-L-1085 November 24, 1999 F Ratings ? 1 and 2 Hr (See Item 18) T Rating ? 0 Hr L Rating At Ambient ? Less Than 1 CFM/Sq Ft L Rating At 400 F ? 4 CFM/Sq Ft 1. Wall Assembly The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Wall frurning may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in, lumber spaced 16 in. 00. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. 00. B. Gypsum Board* 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diarn of opening is 13-1/4 in. Diam of circular opening cut through gypsum wallboard on each side of wall assembly to be ruin 1/4 in. to max 1/2 in. larger than outside dium of through penetrant (Item 2). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The annular space between the through -penetrant and the periphery of the opening shall be min 0 in. to max 1/4 in. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe Nom 12 in. diarn (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe Nom 12 in. diarn (or smaller) cost or ductile iron pipe. C. Conduit Nom 6 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe Norn 6 in. diarn (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* ? Sealant Fill material to be forced into the annulus to maximum extent possible. Additional fill material to be installed such that a min 1/2 in. crown is formed around the penetrating item and lapping 1/4 in. beyond the periphery of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC •? FS-One Sealant *Bearing the UL Classification Marking z'-0' nnu�Nnn nnuiinn nn�n��: Hill nuunninnnnnni z a a I HOZONTAL SECTION UL DESIGN No U910 (4) HOUR RATED BEARING AND NON BEARING WALL RATING BXUV.U910 Fire Resistance Ratings - ANSI/UL 263 Guide Information Design No. U910 December ,10, 2003 Bearing Wall Rating - 4 HR. Nonbearing Wall Rating - 4 HR. 1. Concrete Blocks* - Various designs. Classification D-2 (2 Fir). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Furring Channels - Min 0.019 in, thick (25 gauge) gale steel, 1-3/8 in. wide on top and 2-3/4 in. wide at bottom by 7/8 in. deep. Spaced 24 in. OC perpendicular to floor with a channel parallel to and approximately 3 in. above floor and 3 in. below ceiling. Clearance between vertical and horizontal channels 1/2 in. 4. Channel Fasteners - 1-1/4 in. long masonry screws with 3/16 in. body and 5/16 in. diameter head. Fasteners spaced 24 in. OC with the fasteners staggered on each long leg of the furring channel. 4A. Steel Framing Members* - (Not Shown) - Alternate method used to attach furring channels (Item 3) to concrete blocks (Item 1). Clips spaced 48 In. OC., and secured to blocks with 1/4 in. dia. by 3 In. long concrete expansion anchor (Item 4B) through the center grommet. Ends of adjoining channels are overlapped 6 in, and tied together with double strand of No. 18 SWG gale steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -topping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSIC-1. 46. Concrete Expansion Anchor - (Not Shown) - 1/4 in. dia. by 3 in. long carbon steel, pre -assembled, nail drive expansion anchor with mushroom head driven into the web of the concrete block. Min. embedment in concrete block of 1-3/8 in. and evaluated in accordance with ASTM E 488 to have ultimate load capacities of 980 Ibs (tension) and 1400 Ibs (shear) when used in 2000 psi concrete. 5. Gypsum Board* -1/2 in. thick, 4 ft. wide, secured to furring channels with wallboard fasteners (Item 6). Gypsum plaster not more than 1/16 in. thick may be applied to wallboard in addition to joint treatment. AMERICAN GYPSUM CO - Types AG-C, AGX-C. BP8 AMERICA INC - Type FRPC, ProRoc Type C. BPB CANADA INC - ProRoc Type C. CANADIAN GYPSUM COMPANY _ Types C, IP-X2, IPC-AR. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - Type 5. LAFARGE NORTH AMERICA INC - Types LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO - Types FSK-C, FSW-C, FSMR-C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - Type PG-C. REPUBLIC GYPSUM CO - Type RG-C. STANDARD GYPSUM L L C - Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP - Type TG-C. UNITED STATES GYPSUM CO - Types C. IP-X2, IPC-AR. USG MEXICO S A DE C V - Types C, IP-X2, [PC -AR. 6. Wallboard Fasteners - 1 in. long, self -drilling, self -tapping steel screws with bugle heads. Fasteners attached to each furring channel and spaced 8 in. OC at butt joints and 12 in. OC in the field of the board parallel with furring channels. Clearance between fasteners and edges of wallboard 3/4 in. 7. Joint System - (Not shown) - Paper tape embedded in cementitious compound over joints. Paper tape and exposed screw heads covered with two layers of compound. Edges of compound feathered out. *Bearing the UL Classification Mark UL Listed and Classified Products UL Recognized Components Products Certified for Canada This page and all contents are Copyright 2004 by Underwriters Laboratories Inc. certified 'nave been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. . UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2004 Underwriters Laboratories Inc." (4) HOURS RATED CMU BY RINKER Fire Rating:' 4 Hour No. 8-4-028W2 T028 ASSEMBLY DETAILS 1. Rinker Type T-028 c.m.u. 8" x 8" x 16" nominal. 2. Wood or steel furring members - 16" o.c. maximum. 3. Gypsum wallboard, 3/8" thick, both sides, long dimension parallel to furring members - all joints finished. 4. ASTM C270 Masonry Mortar, Type M or S. Face shell or full mortar bedding as 'required. 5. Masonry grout, reinforcing steel, joint reinforcement, anchors, ties and accessories (Optional - Not Shown). Use where specified. Rinker Materials of Florida Inc. accepts no responsibility for proper application of the rated wall assembly shown, or responsibility for the construction of sold assemblies. Copyright 2003-2004 Rinker Materials Corporation. All rights reserved. M / v ql_11,I 1,11*111111M1 ��������� L9IR11U ��� UL DESIGN No U910 4 HOUR RATED BEARING AND NON BEARING WALL RATING BXUV.U910 Fire Resistance Ratings - ANSI/UL 263 Guide Information Design No. U910 December 10, 2003 Bearing Wall Rating - 4 HR. Nonbearing Wall Rating - 4 HR. 1. Concrete Blocks* - Various designs. Classification 0-2 (2 fir). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, norn. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cernent volume). Vertical joints staggered. 3. Furring Channels - Min 0.019 in. thick (25 gauge) gale steel, 1-3/8 in. wide on top and 2-3/4 in. wide at bottorn by 7/8 in. deep. Spaced 24 in. OC perpendicular to floor with a channel parallel to and approximately 3 in. above floor and 3 in. below ceiling. Clearance between vertical and horizontal channels 1/2. in. 4. Channel Fasteners - 1-1/4 in. long masonry screws with 3/16 in. body and 5/16 in. diameter head. Fasteners spaced 24 in. OC with the fasteners staggered on each long leg of the furring channel. 4A. Steel Framing Members* - (Not Shown) - Alternate method used to attach furring channels (Item 3) to concrete blocks (Item 1). Clips spaced 48 in. OC., and secured to blocks with 1/4 in. dia. by 3 in. long concrete expansion anchor (Item 4B) through the center grommet. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG goly steel wire near each end of overlap. As on alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, rain. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSIC-1. 40. Concrete Expansion Anchor - (Not Shown) - 1/4 in. dia. by 3 in. long carbon steel, pre -assembled, nail drive expansion anchor with rushroom head driven into the web of the concrete block. Min. embedment in concrete block of 1-3/8 in. and evaluated in accordance with ASTM E 488 to have ultimate load capacities of 980 Ibs (tension) and 1400 Ibs (shear) when used in 2000 psi concrete. 5. Gypsum Board* -1/2 in. thick, 4 ft. wide, secured to furring channels with wallboard fasteners (Item 6). Gypsum plaster not more than 1/16 in. thick may be applied to wallboard in addition to joint treatment. AMERICAN GYPSUM CO - Types AG-C, AGX-C. BPB AMERICA INC - 'Type FRPC, ProRoc Type C. BPB CANADA INC - ProRoc Type C. CANADIAN GYPSUM COMPANY - Types C, IP-X2, IPC-AR. G-P, GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - 'Type 5. LAFARGE NORTH AMERICA INC - Types LCFC-C, LGFC-C/A. NATIONAL GYPSUM CO - -Types FSK-C, FSW-C, FSMR-C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - Type PG-C. REPUBLIC GYPSUM CO - 'Type RG-C. STANDARD GYPSUM L L C - Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP - Type TC-C. UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR. USC MEXICO S A DE C V - 'Types C, IP-X2, IPC-AR. 6. Wallboard Fasteners - 1 in. long, self -drilling, self -tapping steel screws with bugle heads. Fasteners attached to each furring channel and spaced 8 in. OC at butt joints and 12 in. OC in the field of the board parallel with furring channels. Clearance between fasteners and edges of wallboard 3/4 in. 7. Joint System - (Not shown) - Paper tape embedded in cementitious compound over joints. Paper tape and exposed screw heads covered with two layers of compound. Edges of compound feathered out. *Bearing the UL Classification Mark UL Listed and Classified Products UL Recognized Components Products Certified for Canada This page and all contents are Copyright 2004 by Underwriters Laboratories Inc. certified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2004 Underwriters Laboratories Inc." (4) HOURS RATED CMU BY RINKER Fire Rating: 4 Hour No. 8-4-028W2 T028 ASSEMBLY DETAILS 1. Rinker Type T-028 c.m.u. 8" x 8" x 16" nominal. 2. Wood or steel furring members - 16" o.c. maximum. 3. Gypsum wallboard, 3/8" thick, both sides, long dimension parallel to furring members - all joints finished. 4. ASTM 0270 Masonry Mortar, Type M or S. Face shell or full mortar bedding us required. 5. Masonry grout, reinforcing steel, joint reinforcement, anchors, ties and accessories (Optional - Not Shown). Use where specified. Rinker Materials of Florida Inc. accepts no responsibility for proper application of the rated wall assembly shown, or responsibility for the construction of said assemblies. Copyright 2003-2004 Rinker Materials Corporation. All rights reserved. USG 212CH22 STUDS AT 2'-0" C/C, SPANNING .NOT MORE THAN 8'-0". 1" FIRECODE GYPSUM CORE BOARD, WITH EDGES INSERTED INTO H-SHAPED SECTION OF C-H STUDS. BASE LAYER ATTACHED TO J-RUNNER W/ 1" LONG 'TYPE S SELF -DRILLING, SELF -TAPPING BUGLE HEAD SCREWS SPACED 24" C/C. FACE LAYER ATTACHED THROUGH BASE LAYER, W/ 1-5/8" LONG TYPE S SELF -DRILLING, SELF -TAPPING BUGLE HEAD SCREWS, SPACED 12" C/C, AND STAGGERED FROM SCREWS IN BASE LAYER (2) LAYERS 1/2" THICK GYPSOM WALLBOARD, APPLIED WITTI JOINT TAPE AND COMPOUND. JOIN TS IN FACE LAYER TO HAVE TAPERED EUGES, WITII SCREWS COVERED W11H JOINT TAPE AND COMPOUND. EXPOSED SCREWS THROUGHOUT FIELD AND ALONG SQUARE EDGES SHALL BE COVERED WITH JOINT COMPOUND, TESTING AGENCY APPROVALS: U.L. U436 FOR 2-HOUR FIRE -RATED SHAFT WALL ASSEMBLY, AND WARNOCK HERSEY WHI-495PSH 0154/0167 FOR 2-HOUR FIRE -RATED HORIZONTAL SHAFT WALL ASSEMBLY. UL DESIGN No U438 (2) HOUR FIRE RATED WALL SHAFT (2) HOUR FIRE RATED CEILING ASSEMBLY Fire Resistance Ratings - ANSI/UL 263 Guide Information Design No. U438 October 02, 2002 Nonbearing Wall Rating ? 2 HR 1. Floor and Ceiling Runners ? 'T -shaped runner, 2-1/2 in. wide with unequal legs of 1 in. and 2 in., fabricated frorn 24 MSG (min 20 MSG when Item 40 is used) guly steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. 2. Steel Studs ? "C-Tl" -shaped studs, 2-1/2 in, wide by 1-1/2 in, deep, fabricated from 25 MSG (min 20 MSG when Item 46 is used) guly steel. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling height and spaced 24 in. or 600 mm 00. 2A. Steel Studs ? (Not shown)-"E" -shaped studs installed in place of "C-H" -stomped studs (Item 2) to secure the closure liner panels at the ends of wulls. Fubricuted from 25 MSG (rain 20 MSG when Item 46 is used) galv steel, 2-1/2 in. wide, with one leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths 3/8 in. less than floor to ceiling height. Sill and lintel of opening formed with "J" -shaped runners (Item 1) secured to "E" -shaped studs with angle clips and steel screws. 3. Gypsum Board* ? 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in "H" -shaped section of "C-H" studs. Free edge of end panels attached to long leg of "J" -runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 in. OC. CANADIAN GYPSUM COMPANY ? 'Type SLX. UNITED STATES GYPSUM CO - Type SLX. USG MEXICO S A DE C V. Type SLX. 4. Gypsum Board* - 1/2 in. thick, 4 ft. or 1200 mm (for metric spacing) wide wallboard applied vertically in two layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC along the edges and in the field of the boards. Outer or face layer attached to studs and "J" -runners with 1-5/8 in. long Type S steel screws spaced 12 in. along the edges and in the field of the boards, staggered from screws in inner layer. Joints between inner and outer layers staggered. Outer layer joints covered with paper tape and joint compound. Exposed screw heads covered with joint compound. As on alternate method, inner wallboard layer applied vertically, outer wallboard layer applied horizontally. Inner layer attached to studs with 1 in. Type S steel screws spaced 24 in. OC along vertical edges and in the field. Outer layer attached to the studs and "J" runners over the inner layer with 1-5/8 in, long Type S steel screws spaced 12 in. OC in the field, along the vertical edges and to the floor and ceiling runners. Outer layer secured to inner layer wallboard with 1-1/2 in. long Type G steel screws located midway between studs and 1 in. from the horizontal joint. AMERICAN GYPSUM CO - Types AG-C, AGX-C . BPB AMERICA INC - Type FRPC, ProRUc Type C. CANADIAN GYPSUM COMPANY - Type C or WRC. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - Type 5. LAFARGE NORTH AMERICA INC - Types LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO - Type FSW-C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - Types PG-C. STANDARD GYPSUM L L C - Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP - Type TG-C, UNITED STATES GYPSUM CO - Type C or WRC. USG MEXICO S A DE C V - -Type C or WHO. 4A. Gypsum Board* - (As an alternate to Item 4) - 5/8 in. thick, 4 ft wide. Attached as described in Item 4. CANADIAN GYPSUM COMPANY - Type AR, IP-AR, IP-XI, SOX or WRX. UNITED STATES GYPSUM CO - Type AR, FRX-G, IP-AR, IP-XI, SOX or WRX. USG MEXICO S A DE C V - Type AR, IP-AR, IP-Xl, SOX or WRX. 48. Gypsum Board* - (As an alternate to Item 4 and 4A)-5/8 in. thick, 4 ft wide gypsum panels, installed as described in Item 4 with Type 5-12 steel screws. 'The length and spacing of the screws as specified under Item 4. CANADIAN GYPSUM COMPANY - Type FRX UNITED STATES GYPSUM CO - Type FRX 5. Batts and Blankets* - (Optional) - (Not shown) - Mineral wool or glass fiber butts partially or completely filling stud cavity. Any mineral wool or glass fiber batt material bearing the UL Classification Marking as to Fire Resistance. 5A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) ? Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. U S GREENFIBER L L C - Cocoon stabilized cellulose Insulation. 50. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) and Item 5A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation *Bearing the UL Classification Mark W ln_�p 71MIM MIN, GaDDO�'OOO a TO E 00'170 OR C Pill o MD MKD My OF S IM OO RRID 01EMONOLIE COUNTY, FLOMBA. Afdftcb CER'TFIC/1.1iM GOG3C' PIROOTIEC TWH BUILDING PERMIT Sl1RMITI ABBREVIATIONS STRUCTURAL CENREAL NOTES NUMBER K. KIP 1. GENERAL AND L STEEL ANGLE LI. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE 2001 EDITION OF LGTH. LENGTH THE FLORIDA BUILDING CODE, AS ADOPTED AND SUPPLEMENTED BY LOCAL A.B. A.C.I ANCHOR BOLTS AMERICAN CONCRETE INSTITUTE LT. GA. LIGHT GAUGE ORDINANCES. A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRU(�O. MATERIAL 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING A.I.S.I. AMERICAN IRON AND STEEL INSTITUTE MB1 (1,2,...) MAXIMUM MASONRY BEAM SCHEDULE MARK CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR A.W.S. ALT. AMERICAN WELDING SOCIETY ALTERNATE MCI 1,2,... ( )) MASONRY COLUMN SCHEDULE MARK INCONSISTENCIES. ALUM. ALUMINUM MECH. MECHANICAL 13. DO NOT SCALE DRAWINGS. ARCH. ARCHITECTURAL MFR. MANUFACTURER 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR B1 (1,2....) BEAM SCHEDULE MARK MIN. MINIMUM MISCELLANEOUS STEEL ITEMS NOT SHOWN HEREON. BETWN BETWEEN MISC. N.I.C. MISCELLANEOUS NOT IN CONTRACT 1.5. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR BLDG. BUILDING NOM. NOMINAL ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL B BM.M. BLOCK BEAM N.r.S. NOT TO SCALE WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. BOTTOM NS NEAR SIDE 1.6. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF BRG. BEARING NS FS NEAR SIDE AND FAR SIDE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. C STEEL CHANNEL 0.. O.D. ON CENTER OUTSIDE DIAMETER 1.7. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED C.F. CUBIC FEET OPG. OPENING UNLESS APPROVED IN WRITING BY THE ENGINEER. C.I.P. C.L. CAST IN PLACE CENTER LINE P.S.F. POUNDS PER SQUARE FOOT 1.8. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE PLAN. CMU CONCRETE MASONRY UNIT P.S.I. P.T. POUNDS PER SQUARE INCH PRESSURE TREATED 1.9. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO . CUBIC YARD PC PRECAST VERIFY SOIL COMPACTION, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. Ct (,3,...) 2(2,3,...) STEEL COLUMN SCHEDULE MARK PC PRECAST CONCRETE NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS CB1 CCl (2,3,... CONCRETE BEAM SCHEDULE MARK CONCRETE COLUMN SCHEDULE MARK PA . PARALLEL DIRECTLY TO THE ENGINEER. CJ CONTROL OR CONSTRUCTION JOINT PL.PLATE 1.10. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE CLR. CLEAR PLY. PREFAB. PLYWOOD PREFABRICATED APPROVED SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE COL. COLUMN R.D. ROOF DRAIN ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY GONG. CONN. CONCRETE CONNECTION REF. REFERENCE UN —APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION CONST. CONSTRUCTION REINF. REINFORCEMENT DOCUMENTS. CONT. CONTINUOUS READ. REQUIRED 1.11. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT CONTR. CONTRACTOR REQMTS. RF. REQUIREMENTS ROOF DOCUMENTS. SUBMITTALS SHALL CONFORM 'TO REQUIREMENTS OF CONTRACT DEPT. DIM. DEPARTMENT DIAMETER S) S.F. SQUARE FEET DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY DIM. DIMENSIO S.S. STAINLESS STEEL CONTRACTOR PRIOR TO SUBMITTAL. NON —CONFORMING SUBMITTALS WILL BE DIST. DISTANCE SCHDL. SCHEDULE RETURNED WITHOUT REVIEW. DN. DOWN SECT. SECTION DR. DRAIN SPC SPECS. STANDARD PIPE COLUMN SPECIFICATIONS 2. DESIGN DATA AND CRITERIA DTL. DWG. DETAIL DRAWING STD. STANDARD 2.1. LIVE LOADS: E.F. EACH FACE STL. STEEL ROOF 20 PSF E.W. EACH WAY STR. SYM. STRUCTURAL SYMMETRICAL OFFICES 50 PSF EA. EJ EACH EXPANSION JOINT T&B TOP AND BOTTOM 2.2• DEAD LOADS ROOF 15 PSF EL. ELEVATION TB�G TONGUE & GROOVE ELEC. ENGR. ELECTRICAL ENGINEER T T/BM TOP OF... TOP OF BEAM COLA FERAL 5 PSF SPRINKLER LINES (COORD. W/ FIRE PROTECTION DRAWINGS) E EQUAL SPACED T/CB T/FTG TOP OF CONCRETE BEAM TOP OF FOOTING MAX. DEAD LOAD: 10 PSF (FOR WIND UPLIFT) EXIST. EXP. EXISTING EXPANSION T/SLAB TOP OF SLAB 2.3. WIND LOADS: EXTERIOR T/STL TOP OF STEEL CODE: ASCE7-98 FD.. F.D. Fl (2,3,...) FLOOR DRAIN FOOTING SCHEDULE MARK T TB � TOP OF TIE BEAM E TIE SCHEDULE MARK (SEE COMP. AND CLAD. TABLE FOR DESIGN CRITERIA) TDSI(1(Z'3...)TURNEDCONCRETD WN SLAB SCHEDULE MARK WIND VELOCITY: 120 MPH FIN. FLR. FIN. GR. FINISHED FLOOR FINISHED GRADE THK. THICK IMPORTANCE USE FACTOR: 1.15 FLR. FLOOR TSl (2,3....) THICKENED SLAB SCHEDULE MARK INTERNAL PRESS. COEFF.: +/— 0.18 FND. FOUNDATION U N.O. UNLTYPIESS NOTED OTHERWISE CAL 2.4. ALLOWABLE SOIL PRESSURE 2000 PSF (PER REPORT) FRMG. FS FRAMING FAR SIDE VERT. VERTICAL FT. FEET OR FOOT FOOTING W W.P. STEEL BEAM WORKING POINT 3. FOUNDATIONS 3.1. SUBMIT REINFORCING SHOP DRAWINGS DETAILING FABRICATION, BENDING ANDFTG. F.V. FIELD VERIFY ko WITH WITHOUT PLACING OF REINFORCING FOR FOUNDATION CONCRETE WORK. DRAWINGS TO GA. GAUGE WOOD SHOW BAR SCHEDULES, STIRRUP SPACING, BENT BAR DIAGRAMS AND GALV. HOR. GALVANIZED HORIZONTAL WFI (1,2,...) STRIP FOOTING SCHEDULE MARK ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCING HSS TUBE STEEL WWyF WELDED WIRE FABRIC FOR OPENINGS THROUGH CONCRETE FOOTINGS. HT. HEIGHT XSPC EXTRA STRONG PIPE COLUMN 3.2. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN I.D. INNER DIAMETER XXSPC DOUBLE EXTRA STRONG PIPE COLUMN SANDY SOIL. IN. INCH (ES) . YD. YARD 3.3. SOIL UNDER FOOTINGS AND SLABS SHALL BE PREPARED IN ACCORDANCE IN INTERIOOR TO GEOTECHNICAL EXPLORATION REPORT, 3.4. REMOVE FREE 'WATER FROM JT. JOINT EXCAVATIONS BEFORE PLACING CONCRETE. 3.5. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6—MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. SYMBOLS 4. CONCRETE UNIT MASONRY (DESIGNED PER ACI5.30.1-99/ASCEG-99/TMS 602-99) A4.1. CONFORM TO THE ACI 530.1-99/ ASCE 6-99/ TMS 602-99 CODE: 1 LAB "SPECIFICATION FOR MASONRY STRUCTURES". PROVIDE CLEANOUTS AND PLACE SECTION CUT: ELEVATION MARK: EL.: 100'_0' GROUT AND MASONRY PER PART 3 — EXECUTION. S1,1 4.2. PROVIDE MATERIALS CONFORMING TO THE FOLLOWING SPECIFICATIONS: (f'm '1 NORTH ARROW:, = 1500 psi) MASONRY UNITS: SPECIFICATION: ASTM C90 (HOLLOW LOADBEARING, CMU) DETAIL BUBBLE" 51,1 NORTH COMPRESSIVE STRENGTH: 1900 PSI AT 28 DAYS (NET AREA) MORTAR: SPECIFICATION: ASTM C270 TYPE: M OR S GROUT FOR FILLED CELLS: ELEVATION: 1 KEYED PLAN NOTES: O SPECIFICATION: ASTM C476 COMPRESSIVE STRENGTH: 2500 PSI AT 28 DAYS S1,1 SLUMP: BETWEEN 8" AND 11" 4.3. REINFORCE WALLS WITH GALVANIZED TRUSS —TYPE REINFORCEMENT EQUAL TO STANDARD DUR—O—WAL IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY KEYED CONNECTION: X U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS. 4.4. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK 'NALL, THE VALUES IN THE TABLE BELOW ARE BASED ON THE DOCUMENT PUBLISHED SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE7-98, AND IS AVAILABLE ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WIRE CENTERED OVER BLOCK BY CALLING (800) 548-2723. WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure Category = Importance Factor ( 1 Basic Wind Speed (V = Mean Roof Height h = B 1.15 120 mph 18 ft Building Type = End/Corner Zone Width ( a) = Roof Angle ( y) = Internal Pres, Coeff. GCpi = Enclosed 7 ft 16 deg 0.18 Design Output: Roof Pressures PSF Wall Pressures PSF Effective Wind Area (SQ.FT.) Interior Zone (Zone 1) + — End Zone (Zone 2) + — Corner Zone (Zone 3) + — Interior Zone (Zone 4) + — End Zone (Zone 5) + — 10 15 —24 15 —52 15 —84 26 1 —28 26 —35 20 14 —23 14 —52 14 —76 25 1 —27 25 —32 50 12 —22 12 —52 12 —66 23 —25 23 —29 100 11 —22 11 —52 11 —58 22 —24 22 —27 200 11 —22 11 —52 11 —58 21 —23 21 —25 500 11 1 —22 11 —52 11 —58 19 —22 19 —22 1000 —2 — 2 —58 19 — —22 Q ZONE 1: ROOF INTERIOR ZONE Q ZONE 2: ROOF END ZONE © ZONE 3: ROOF CORNER ZONE © ZONE 4: WALL INTERIOR ZONE © ZONE 5: WALL END ZONE 0 ROOF ANGLE a END/CORNER ZONE WIDTH 4.5. SEE WALL LEGENDS) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILLED CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILLED CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. 4.6. ALL OPENINGS SHALL HAVE THE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT. 4.7. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 5. CONCRETE AND REINFORCING (DESIGNED PER ACI 318-99) 5.1. SUBMIT REINFORCING SHOP DRAWINGS DETAILING, FABRICATION, BENDING AND PLACING OF REINFORCING FOR CONCRETE WORK. DRAWINGS TO SHOW BAR SCHEDULES, STIRRUP SPACING, BENT BAR DIAGRAMS AND ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCING FOR OPENINGS THROUGH CONCRETE STRUCTURES. 5.2. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99). THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1606, 2001 EDITION OF THE STANDARD BUILDING CODE IT IS DESIGNED TO WITHSTAND 120 MPH WIND LOADS.. MINIMUM DESIGN PRESSURE FOR OPENINGS IS +48.3 —66.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. 5.3. CAST —IN —PLACE CONCRETE 28—DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 3000 PSI SLABS ON GRADE 3000 PSI COLUMNS 4000 PSI CONCRETE BEAMS 4000 PSI 5.4. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: BEAMS (OVER STIRRUPS) 1-1/2" SLABS ON GRADE 3/4" COLUMNS (OVER TIES) 1-1/2" FOOTINGS 3" 5.5. REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: REINFORCEMENT BARS: ASTM A-615, GRADE 60, LATEST REVISION WELDED WIRE FABRIC (WWF): ASTM A-185, LATEST REVISION 5.6. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 5.7. SLABS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE SLAB WORK SHALL BE MADE WITH VERTICAL BULKHEADS. 5.8. MERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPANS. 5.9. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. 5.10. AT CHANGES IN DIRECTION OF GRADE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5.11. PROVIDE 1—#4x 5'-0" BAR AT RE—ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS, U.N.O. 5.12. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO ACI 347, "STANDARD FOR DESIGN AND PLACEMENT OF CONCRETE FORMWORK", LATEST EDITION. 6. PREFABRICATED WOOD TRUSSES 6.1. WOOD TRUSS SHOP DRAWINGS SHALL BE SUBMITTED WITH A COVER SHEET INDICATING THE FOLLOWING WIND DESIGN CRITERIA USED: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, INTERNAL PRESSURE COEFFICIENT (OR ENCLOSURE TYPE), AND MEAN ROOF HEIGHT. THE TRUSS SHOP DRAWINGS SHALL ALSO CLEARLY INDICATE THE GROSS AND NET WIND PRESSURES APPLIED TO INDIVIDUAL TRUSSES. 6.2. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. 6.3. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI. 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. 6.5. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS. EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. 6.6. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 6.7. INSTALL BRIDGING AND BRACING TO TRUSS WEBS AND BOTTOM CHORDS PER TRUSS MANUFACTURER'S REQUIREMENTS. 6.8. TIE DOWN CONNECTORS PERMANENTLY EXPOSED TO WEATHER SHALL RECEIVE A SIMPSON Z—MAX TRIPLE ZINC COATING OR ENGINEER ACCEPTED EQUIVALENT. 7. WOOD FRAMING 7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED, NOTCHED OR CUT IN ANY MANNER (FOR PIPES, DUCTWORK, ETC) WITHOUT WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE MODIFICATION OF THE MEMBER. 7.3. PLYWOOD SHALL BE EXTERIOR 'TYPE WITH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS-1-83. 7.4. PLYWOOD MAY BE NAILED WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE. THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET. PLYWOOD SHEETS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.5. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7.8. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE. INSPECTION CODE. MAX. MOISTURE CONTENT OF 19%. 7.9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: 7.9.1. REPETATIVE USE MEMBERS: #2 MIN (FOR JOISTS AND RAFTERS AND STUDS) #3 MIN FOR PLATES 7.9.2. SINGLE USE MEMBERS: #2 MIN, UNLESS OTHERWISE NOTED 7.9.3. MISCELLANEOUS LUMBER: #3 MIN, UNLESS OTHERWISE NOTED 7.10. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS —GRADE LUMBER AND ITS FASTENINGS". 7.11. PROVIDE NAILING AS OUTLINED IN THE FLORIDA BUILDING CODE TABLE 2306.1 "FASTENER TABLE", UNLESS NOTED OTHERWISE. 8. ANCHORS AND ATTACHMENT 8.1. WELDED STUDS (W.S.) SHALL HAVE HEADS AND BE "NELSON" OR ACCEPTED SUBSTITUTE. INSTALL USING MANUFACTURER'S WELDING EQUIPMENT. 8.2. EXPANSION ANCHORS SHALL BE HILTI "KWIK—BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8.3. EPDXY ANCHORS SHALL BE HILTI "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8.4. SCREWS FOR LIGHT GAGE CONSTRUCTION SHALL BE OF TYPE "TEK" OR "GRABBER" AND SHALL BE SELF TAPPING. INSTALL WITH RECOMMENDED EQUIPMENT. NEW EXPANSION DO a a 0 I 0 0 I@) I 0 0 O EAST ELEVATION ZONES t = S0.1 SCALE: 1/8" = V-0" EXISTING BUILDING EXISTING BEYOND NEW EXPANSION BUILDING I— a I--,-� a 2 NORTH ELEVATION ZONES S0.1 SCALE: 1/8" = 1'-0" 0 (�) I (DI 111 (D I I � (D C iJ �I O _—`— f�] ❑ © _ fie] L---------------C--:j \te r WEST ELEVATION ZONES - .i NEW EXPANSION Date Revision Approved No. Date 0 Revision Approved Designed by: I I / AS NOTED Drawn by: E.ALDANA 01/05 Scale: Checked by: MAN / Date: DECEMBER, 2004 Approved by: / Job No. C6532 Certificate of Authorizatiodi No. 3215 File: ADDITION TO EXISTING CPH BUILDING CITY OF SANFORD SEMINOLE COUNTY, FLORIDA. Architects C C • Engineers I'laaners Landscape Architects Surveyyors Constrrtction Management w w 1v. c p h e ngiiteers. coin 500 Fulton Stm; Saf.rd, F6 32771 Ph— 386.7J(,41-12 F.x 366.7J6 M2 rr / GENERAL NOTES DATE WIND LOADS Sheet No. z BUILDING PERMIT SUBMITAL BUILDING PERMIT SUBMITAL rh �i I'm ■ THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1606, 2001 EDITION OF THE STANDARD BUILDING CODE IT IS DESIGNED TO WITHSTAND 120 MPH WIND LOADS.. MINIMUM DESIGN PRESSURE FOR OPENINGS IS +48.3 -66.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. SYMPSON PLATED TRUSS TOP FLANGE HANGER MODEL WMPT216.2 CATALOG C•2004 PAGE 111. CONCRETE FILL TOPING TO RISED M-1 M-1r��I .' B1 � � � B1 R>3L �`5L•AB z z z 6'41 FL. LEVEL N CA h X C1, X X C1, D M-1 1B.1 3/4" T&G PLYWOOD SYMPSON PLATED TRUSS TOP FLANGE DECK OVER 2X10 PT "U" MAS. LIN TEL ABOVE HANGER MODEL WMPT216.2 LU WD JOIST SPACINGAT WINDOW AND DOORS CATALOG C2004 PAGE?I1. j T/LANDING 16" O.C. HEAD W/# 5 BAR IN ROU r FILL. M-1 B-1 2X6 PT WOOD DECK LEDGER ANCHOR W 1 4 OX6 EMBEDDED ❑ HYEI HIT HY150 EPDXY ANCHOR BOLTS AT 32. O.C. ❑ L-3 TYP. F L-3 TYP. F L-3 TYP. F L-3 TYP. F 2 r z p w CD 0 m L w D 4 '— CJ O U F— Z Q V) LLJ (Y J U O p m J o TR TYP U U a X REM E MA NAR LL KNO OUT NEL � w Cj_o �r s QL B RING WALL WDI -11 1 3EARI 11 WA I - - ARIN it WAL Jkl S2.1 2 L- L-5 TYP."F" L-5 TYP."F" L-5 TYP."F" L-5 TYP."F" L-5 TYP."F" M-1 B-1 SECOND FLOOR DECK SHEATHING: 3/4" T&G CD-X --PLYWOOD DECK, OVER PRE-ENGINEERED (2)2X4 PT A WD. TOP CHORD AND 2X4 PT WD. BOTTOM CHORD M'1 52,1 SYMPSON PLATED TRUSS TOP FLANGE AND 16" HT. PARALLEL TRUSSES AND HANGER MODEL WMPT216.2 MISCELLANEOUS 2X FRAMING SPACING AT 16" O.C. CATALOG C•2004 PACE V. 0-1 SECOND FLOOR DECK SHEATHING: 3/4" T&G CD-X PLYWOOD DECK, OVER PRE-ENGINEERED (2)2X4 PT WD. TOP CHORD AND 2X4 PT WD. BOTTOM CHORD AND 16" FIT. PARALLEL TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 16" O.C. r - I 2X6 PT WOOD DECK LEDGER ANCHOR W/1/4"OX6" EMBEDDED HYLTI HIT HY150 EPDXY ANCHOR BOLTS AT 32" O.C. < SYMPSON PLATED TRUSS TOP - ,. FLANGE HANGER MODEL WMPr216-2 CATALOG C-2004 PAGE 111. 2-COURSE MASONRY BOND BEAM W/#5 2X12 PT WOOD TRUSS LEDGI BAR IN GROUT FILL PRECAST "U" ANCHOR W/1/4" OX6" EMBED CONCRETE BLOCK AT EACH COURSE I HYLTI HIT HY150 EPDXY (TYP. THROUGHOUT UNLESS OTHERWISE - I - NCHOR BOLTS AT 32" O.C. NOTED). EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRET BLOCK WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.CVERDETAIL "B" DETAIL "A"FILLTAT BOTH ESIDES OFFULL IALL GHT WNDOWS A5 VERT. NDDOORS IN OUT DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT �' I'M SECOND FLOOR DECK SHEATHING: 3/4" T&G CD-X PLYWOOD DECK, OVER PRE-ENGINEERED (2)2X4 PT WD. TOP CHORD AND 2X4 PT WD. BOTTOM CHORD AND 16" HT. PARALLEL TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 16" D.C. 3/8" SPACER 2-2x STUD MIN. BELOW HEADER LINTEL ELEVATION LINTEL SECTION WOOD DOOR/WINDOW HEADER SCHEDULE WOOD HEADERS WOOD WALL THICKNESS CLEAR OPENING SIZE LINTEL DEPTH WDL-0 20 0'-0"x3'-O" 2-2x6 WDL-1 2x4 3'-0"x6'-0" 2-2x10 WDL-2 2x4 6'-0"x8'-O" 2-2x12 WDL-3 2x6 O'-0"x4'-O" 3-2x6 WDL-4 2x6 4'-0"x8'-O" 3-2x8 WDL-5 2x6 8'-0"x10'-0" 3-2x12 NOTE: FOR FLOOR/ROOF TRIBUTARY SPANS MAXIMUM 20'-0" SECOND FLOOR DECK SHEATHING: 3/4" T&G CD-X PLYWOOD DECK, OVER PRE-ENGINEERED (2)2X4 PT WD. TOP CHORD AND 2X4 PT WD. BOTTOM CHORD AND 16" HT. PARALLEL TRUSSES AND MISCELLANEOUS 2X FRAMING SPACING AT 16" O.C. r I I w 2X10 FLOOR TRUSS (JOIST) SYMPSON PLATED TRUSS TOP FLANGE HANGER MODEL WMPT210-2 CATALOG C-2004 2X10 PT WOOD LEDGER ANCHOR 2X10 WD LINTEL PAGE 111. W/1/4"0X6" EMBEDDED HYLTI r HIT HY150 EPDXY ANCHOR SONRY BOND BEAM W/#5 BOLTS AT 32 O.C. RING INTERIOR PARTITION CONSTRUCTION: 5/8" GYP. BOARD ON FILL PRECAST "U" I H SIDES INSTALLED W/ 1" LONG TYPE SELF -TAPPING STL CK AT EACH COURSE EWS SPACED AT 8" C/C ALONG BOARD EDGES AND 012" C/O TOUT UNLESS OTHERWISE IELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW HEADS. TERIOR CMU WALL CONSTRUCTION: 8" CONCRETE EXTEND GYP. BOARD TO TOP OF THE STUDS PREP GYP. BOARD AS OCK WALL WITH LADDER TYPE HORIZ. JOINT DETAIL "C" FINIISH,EDNDOR FINAL FINISH LATEX PAINT OVER02X4'WD.1 STUDU©E16/OGCSHELL INFRT.ORCE (EQUIV. PROVIDE FULLOHEIGHT #5 VERT.)AT BARS16IN GROUT W/DOUBLE 2X4 TOP PLATE ANCHOR 4' C/C MAX. L AT BOTH SIDES OF ALL WINDOWS AND DOORS DETAIL T)) ENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 0" C/C THROUGHOUT. Revision jApprovediNo.1 Date I Revision 0 a TIE "U" AS. LIN Wlr! W ND HEA W 5 GR T F L. CONCRETE PRECAST "U" LINTEL HEAD W/# 5 BAR, IN GROUT FILL. DOUBLE TOP COW. BLOCK CORNER PLATE AI,V/2 MASHERS D BNCilBOLTS WIfOANOTTTW O.C. STUD 5/am"ANCHOR BOLTS (6' EMU.) 'N/2' WASHER 9 END OF 'WALL, do 48' O.C..k rrifIG EACTI OPENING, AND rA0 9 ,r CORNERS(r)P—UJl.0) spa P.i. SOLE PLATE FRAME WALL IN TO CMU WAL M-1 B-1 ❑ M-1 B-1 M-1 L-3 TYP. F L-3 TYP. F L-3 TYP. F, /2t D E L Dll T JSS P T E 1A 2. BEAR GWL M. BEAFI G W L -1 _J —1 LLL L-5 TYP. "F" L-5 TYP. "F" M-1 M-1 B-1 M-1 SYMPSON PLATED TRUSS TOP RANGE HANGER MODEL WMPT216.2 CATALOG C•2004 PAGE 111. J M-1 �,-I M V) Z �oQ 2C p In N< 6'F L p J p O wL - J V O � c) t M Y o �cc z B.1 BEARING PLATE _} J J � J u o D j- '_ M-1 SIMPSON CS16 - 2nd FLOOR FRAMING PLAN 1 SCALE: 1/4" = 1'-0" E DOUR 2X OF TOP PLATE -�IRUSS BEARING To SPLICED OVER -- - -- PROVIDE W7 OR SI TYPE STU PROVIDE 48" LAP = �, STRAPS 0 16" O.C. WHEN SPLI E W/2 10d NAILS AT - - - -r SHEATING IS NOT NAILED TO 4" C. _ TOP PLATE . OR ADDITIONAL ALL E IERIOR WALL TO CMU USE STRAPPING IS REQUIRED 0 WALL ADD STRAPPED A 2 ./T. AT CMU W/3-1/2= CRIPPLE STUDS AS REQUIRED A.B. /C EMB. SPACED AS ON TOP OF HEADER AT 16" SHOWN W/2X2 PLATE WASH 04 HEADER INTERIOR WALLS ARE NO REQUIRED TO BOLT TO CMU UNLESS NOTED ON PLANS. w NAIL FULL LENGHT AND JACK STUDS TOGHETER AS 8" CMU WALL WHEN REQUIRED. REQUIRED PER PLAN = INTERIOR WALL SUPPORTING VERT REINFORCED IN ROOF: UNLESS NOTED Or! GROUTED CELLS EA 48" _ _ PLANS EVERY OTHER STUD AND DOUBLE EACH SIDE T&B W/TYPE Sl OR EQUAL CORNER. PROVIDE FILLED STRAP TO MATCH STUD SIZE. CELLS WHERE THE _ OPENINGS DOOR AND -_-__ JACKS STUDS TO BE WINDOWS REQUIRED. w STRAPPED 0 BOTTOM 2X STUDS AT IV O.C. '~ - ALTERNATE BOLT LOCATION. 5/802" ANCHOR BOLTS (6" - EMB.) W/2" WASHERS 0 END o AX AX OF WALL, & 48" O.C. & FLANKING EACH OPENING, AND TWO 0 CORN ERS(TYP-U.N.0) EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE WALL WITH LADDER TYPE HORIZ. JOINT /—BLOCK REINFORCE (EQUIV. TO °DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. 1-COURSE MASONRY BOND BEAM W/#5 BAR IN GROUT FILL OVER PRECAST "U" CONCRETE BLOCK. w PRECAST "U" a, CONCRETE BLOCK W/#5 BAR IN GROUT FILL. DETAIL "E" Approved Designed by: / AS NOTED Drawn by: E.ALDANA 01/05 Scale: Checked by: V.TAN / Date: DECEMBER, 2004 Approved by: / Job No. C6532 Certificate of Authorization No. 3215 File: IN KNOCK -OUT BOND JOINT BEAM. (rYP.) AT BOND BEAM 3/8" NOTE: PREMOLDED RUBBER -� JOINT TOOL JOINT AND DISCONTINUE HORIZ. INSERT � � CAULK EA. SIDE REINF. AT JOINT Irryr r T T h TTF F1 F KEEP JOINT FREE REINF. FILLED CELL OF DEBRIS DURING EACH SIDE OF JOINT CONSTR. (TYP.) W/(1)-#5 (VERT.) TYP. AT FOUNDATION SPACING FOR CONTROL JOINT 3 x HEIGHT = SPACING IN FEET (NOT TO EXCEED 30'-0") MASONRY JOINTS ADDITION TO EXISTING CPH BUILDING Architects cERnFI Ar�N Engineers C . Planners CITY OF SANFORD Landscape Architects S y Idyl ion Management SIGNATURE DATE Cm)sinret SEMINOLE COUNTY, FLORIDA. _v _v T� . It e n S fneFL327s1. c o m 500 , 386. Stray San o / J Phun<. 88G TJG4I42 Fa�3tlG73h8412 SIMPSON GS16 BOTH SIDES SIMPSON HD5A SIMPSON HOT-2 - SIMPSON H8 6 FI FT22 SIMPSON M6 H TT22 SIM ON RSP4 (1 CH SIDE) GENERAL NOTES: ALIGN STUDS FROM FIRST FLOOR TO SECOND FLOOR ALONG THE BEARING WALL DOUBLE STUD BENEATH THE GIRDERS FROM THE ROOF LINE TO THE FOUNDATION WALL BEARING SCHEDULE FIE W/#5 B-1 M-� 4 FIR/ FIRE RATED CMU WALL CNSTRCTION : 8" CONCRETE 2-COURSE BAR 1 INGROUTPRECAST BLOCK WALL WITH LADDER TYPEo ORIZU JOINT REINFORCE (EQUIV. CONCRETE BLOCK AT EACH COURSE 'TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 (TYP. THROUGHOUT UNLESS OTHERWISE VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND NOTED). DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR EXTERIOCMU WALL CONSTRUCTION: 8 M-1 DETAILS. REFER TO UL#U910 FOR DETAILS, SHEET FP-1 CONCRETE BLOCK WALL T M-3 BEARING INTERIOR PARTITION CONSTRUCTION: 5/8" GYP. BOARD TYPE HORIZ. JOINT REINFORCE (EQUIV. ON BOTH SIDES INSTALLED W/ 1" LONG TYPE SELF -"TAPPING STL. TO "OUR-O-WALL") AT 16" C.0 VERT. SCREWS SPACED AT 8" C/C ALONG BOARD EDGES AND 012" C/C PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL IN FIELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT WINDOWS AND DOORS OPENINGS, IN 3 COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW CELLS AT ALL MASS.. CORNERS AT HEADS. EXTEND GYP. BOARD TO TOP OF THE STUDS PREP CYP. 4'-0" C/C THROUGHOUT. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT OVER 2X4"WD. STUD 0 16" O.C. W DOUBLE 2X4 TOP PLATE ANCHOR 4' C/C MAX. 24" (MIN.) LAP MATCH SIZE AND NUMBER 24" (MIN.) LAP I�WITH THAT OF HORIZONT L REINFORCING BARS. (TYP PROVIDE 2x4 KEYWAY (rYP.)--/ PICAL HORIZONTAL RTYEINFORCING. 0 TYPICAL HORIZONTAL REINFORCING. TYP. CORNERS' INTERSECTIONS HORIZ. REINF. AT WALL AND FTG. Sheet No. 2nd FLOOR FRAMING PLAN AND DETAILS 11 © 2W2 L-3 TYP. F L-5 TYP.T" Is ■ THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1606, 2001 EDITION OF THE STANDARD BUILDING CODE IT IS DESIGNED TO WITHSTAND 120 MPH WIND LOADS.. MINIMUM DESIGN PRESSURE FOR OPENINGS IS +48.3 -66.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. L-3 TYP. F M-1 I L-3 TYP. F B-1 1 3 L-3 TYP. F L-5 TYP."F" I I III L-5 TYP.T" llllllllIIIIIIIIIIIIIIJIMI L-5 TYP. M-1 B-1 B s2,2 SYMPSON PLATED TRU55 TOP FLANGE HANGER MODEL WMPT216-2 CATALOG C•2004 PAGE 111. B-1 M-1 SYMPSON EMBEDDED TRU55 ANCHORS MODEL HETA20 CATALOG C•2004 PACE 127. L-3 TYP. F Ir//////// 1111111f I 'I T dss TYPE 9 SYMPSON EMBEDDED TRUSS AN( MOYEL HETA12 CATALOG •2004 PAGE 1V LTAADING / P o RU5 5 TYPE 1 M rn rn Ln ce- — —JQn zi M _1 Vnl -1 .III III-I�11�� 111111110] L-5 TYP.-F'";IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIALI o r- M-1 Z < O _, Z 3: V O d0 Z - < O o 00 �C)0�¢¢ LLw'CS 21 �o'OI-1 j \ S-0' / I � 00 — Xnr n_ "U" MAS LINTEL A 0 E - - WINDOY LAND DO = HEAD ' # 5 OAF N GROUT F LL. In _ SYMPSON PLATED TRUSS TOP RANGE HANGER MODEL WMPT216.2 CATALOG C•2004 PACE M 5/8" i&G PLYWOOD ROOF DECK OVER 2X4 PRE-ENGINEERED PT WD ROOF TRUSSES SPACING AT 24" O.C. B-1 M-1 U" MAS. LINTEL ABOVE MIDOW AND DOORS LEAD W/# 5 BAR IN ROUT FILL. r�9N1,`L1I1 co Z) SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE -PLY rM EMBRANE SYSTEM, "EVERGUARD TPO" BY "GAF MATERIALS CORPORATION" (PHONE: 800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED EQUAL OVER NAILED VAPOR ETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO ANUFACTURER'S SPECIFICATIONS, OVER 3/4" CD -PLYWOOD DECK SHEATHING ON RE -ENGINEERED DOUBLE TOP AND BOTTOM PLATES PARALLEL CHORDS ROOF TRUSSES. M'1 L-3 'TYP, F B-1 L-3 TYP. F M-1 L-3 rYP. F flil11il irflllllllllllllllllll l L-5 TYP."F" IIMMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMII L-5 TyP."F" IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllll L-5 TYP.T" M-1 B-1 M-1 M-1 SYMPSON SLATED TRUSS TOP FLANGE HANGER MODEL WMPT216.2 CATALOG um PAGE m. B-1 ROOF FRAMING PLAN S3.1 SCALE: 1/4" = 1'-0" NORTH IN j M-1 — co yr _ Q 0 oED 7" L 0 1 L1.1 w U — - T O O i� C, c�= O 0 — = m U U: g.1 w ¢ C� G o . �rI u� 0 J i� r11 w 00 In or- o — s � 1 M-1 �1 s 3/8" SPACER 2-2x STUD MIN. BELOW HEADER LINTEL ELEVATION BUILDING PERMIT SUBMITAI LINTEL SECTION I WOOD DOOR/WINDOW HEADER SCHEDULE WOOD HEADERS WOOD WALL THICKNESS CLEAR OPENING SIZE LINTEL DEPTH WDL-0 2x4 0'-0"x3'-0" 2-2x6 WDL-1 2x4 3'-0"x6'-0" 2-2XI O WDL-2 2x4 6'-0"x8'-O" 2-2x12 WDL-3 26 0'-0"x4'-O" 3-2x6 WOL-4 2x6 4'-0"x8'-O" 3-2x8 WDL-5 20 8'-0"x10'-O" 3-2x12 NOTE: FOR FLOOR/ROOF TRIBUTARY SPANS MAXIMUM 20'-0" WALL BEARING B-1 2-COURSE FIBEAM W/#5 M-2 BAR I INGROUTPRECAST"U' CONCRETE BLOCK AT EACH COURSE (TYP. THROUGHOUT UNLESS OTHERWISE NOTED). EXTERIOM-1 CONCRETE CB O KALL WALL NWITHUCTION LADDER 8" TYPE HORIZ. JOINT REINFORCE (EQUIV. M-3 TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. SCHEDULE 4 HR/FIRE RATED CMU WALL CONSTRUCTION : 8" CONCRETE BLOCK WALL WITH LADDER TYPE HORIZ, JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT 4'-0" C/C THROUGHOUT. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. REFER TO UL#U910 FOR DETAILS, SHEET FP-1 BEARING INTERIOR PARTITION CONSTRUCTION: 5/8" GYP. BOARD ON BOTH SIDES INSTALLED W/ 1" LONG TYPE SELF -TAPPING SfL. SCREWS SPACED AT 8" C/C ALONG BOARD EDGES AND ©12" C/C IN FIELD. SEAL JOINTS W/2" WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OVER JOINTS AND SCREW HEADS. EXTEND GYP. BOARD TO TOP OF THE STUDS PREP GYP. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT OVER 2X4"WD. STUD 16" O.C. W/DOUBLE 2X4 TOP PLATE ANCHOR 4' C/O MAX. SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHE SYSTEM, "EVERGUARD TPO' BY 'GAF MATERIALS SINGLE PLY ROOFING MEMBRANE SYSTEM: MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE SYSTEM, 'EVERGUARD FPO" BY "GAF CORPORATION" (PHONE: 1800-522-9224 /WEB: SINGLE PLY ROOFING MEMBRANE SYSTEM: SEE ARCH DRA SINGLE -PLY MEMBRANE SYSTEM, "EVERGUARD TPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WINGS MECHANICALLY ATTACHED SINGLE -PLY MEMBRANE FOR DETAILS C WWW.GAF.COM) OR APPROVED EQUAL OVER MAILED MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: WWW.GAF.COM) OR APPROVED EQUAL OVER NAILED VAPOR RETAR7SER\j o VAPOR RETARDER BASE SHEET, INSTALL ROOFING WWW.CAF.COM) OR APPROVED EQUAL OVER NAILED VAPOR RETARDER BASE SHEET, INSTALL ROOFING MEMBRANE IN! ACCORDANCE TO PARAPET CONSTRUCTION: SYSTEM, "EVERGUARD FPO" BY "GAF MATERIALS CORPORATION" (PHONE: 1800-522-9224 /WEB: MEMBRANE IN ACCORDANCE TO MANUFACTURER'S BASE SHEET, INSTALL ROOFING MEMBRANE IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS. OVER 3/4" CD -PLYWOOD DECK 5 8"(2 COATS) STUCCO, ON SPECIFICATIONS. OVER 3/4" CD -PLYWOOD DECK / WWW.GAF.COM) OR APPROVED EQUAL OVER NAILEDMANUFACTURER'S SPECIFICATIONS. OVER 3/4" CD -PLYWOOD DECK SHEATHING ON PRE-ENGINEERED DOUBLE TOP ANO BOTTOM PLATECMU WALL W/ESP ALUM SHEATHINIG PARALLEL CFIORDS ROOF TRUSSES. VAPOR RETARDER BASE SHEET, INSTALL ROOFING PARAPET CONSTRUCTION: 5/8"(2 _ SHEATHING ON PRE-ENGINEERED DOUBLE TOP AND BOTTOM PLATES COPING ON PRECAST "U" TOP MEMBRANE IN ACCORDANCE TO MANUFACTURER'S COATS) STUCCO, ON CMU WALL W/ESP _ PARALLEL CHORDS ROOF TRUSSES. LINTEL W/1#5. SPECIFICATIONS. OVER 3/4" CD -PLYWOOD DECK ALUM COPING ON PRECAST "U" TOP o — SHEATHING LINTEL W/1#5. x SEE ARCH o DRAWINGS FOR R-30 BArT Ll DETAILS INSULATION PRE-ENGINEERED DOUBLE TOP AND BOTTOM 10 - \ R-30 BAIT a SYMPSON EMBEDDED R-30 BATT PLATES PARALLEL INSULATION C TRUSS ANCHORS R-30 BATT _ SYMPSON! PLATED CHORDS ROOF TRUSSES. Q1 MODEL HErA20 INSULATION _ CATALOG C-2004 INSULATION TRUSS TOP FLANGE HANGER MODEL PAGE 127. WMPT216-2 v; CATALOG C-2004 PAGE 111. EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE \� (2) 2X10 WD LINTEL BLOCK WALL WITH LADDER TYPE HORIZ. JOINT \ EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE a REINFORCE (EQUIV. TO "OUR-O-WALL") AT 16" C.0 2-COURSE MASONRY BOND BEAM W/#5 e BEARING INTERIOR PARTITION CONSTRUCTION: 5/8" GYP. BOARD ON BOTH BLOCK WALL WITH LADDER TYPE HORIZ. JOINT 2-COURSE MASONRY BOND BEAM W/#5 o VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT �' BAR IN GROUT FILL PRECAST "U" 2-COURSE MASONRY BOND BEAM W/#5 SIDES INSTALLED W/ 1" LONG TYPE SELF -TAPPING STL. SCREWS SPACED REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 /—BAR IN GROUT FILL PRECAST "U" FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS CONCRETE BLOCK AT EACH COURSE BAR IN GROUT FILL PRECAST "U" EXTERIOR CMU WALL CONSTRUCTION: 8" CONCRETE AT II" C/C ALONG BOARD EDGES AND ®12" C/C IN FIELD. SEAL JOINTS VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROU CONCRETE BLOCK AT EACH COURSE In W 2 WIDE PAPER TAPE PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT (TYP. THROUGHOUT UNLESS OTHERWISE CONCRETE BLOCK AT EACH COURSE LOCK WALL WITH LADDER TYPE HORIZ. JOINT / FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS (TYP. THROUGHOUT UNLESS OTHERWISE 0 4'-0" C/C THROUGHOUT. NOTED). ° OVER JOINTS AND SCREW HEADS. EXTEND GYP. BOARD TO TOP OF THE (TYP. THROUGHOUT UNLESS OTHERWISE REINFORCE (EQUIV. TO "OUR-O-WALL") AT 16" C.0 DETAIL »C oPENllrlcs, IN 3 CELLS Ai ALL MASS.. CORNERS AT NOTED). STUDS PREP GYP. BOARD AS REQUIRED FOR FINAL FINISH KNOCKDOWN N NOTED). VERT. PROVIDE FULL HEIGHT #5 VERT. BARS IN GROUT 4'-0" C/C THROUGHOUT. 3 DETAIL »A» FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS TEXTURE W/EGGSHELL FINISH, AND LATEX PAINT OVER 2X4"WD. STUD ©16" o, OPENINGS, IN 3 CELLS AT ALL MASS.. CORNERS AT O.C. W/DOUBLE 2X4 TOP PLATE ANCHOR 4' C/C MAX. DETAIL "D" DETAIL �� �� 4'-0" C/C THROUGHOUT. ri Date_ Revision Approved No. Date Revision Approved Designed by: / AS NOTED Architects CERT I ATION Sheet No. ® Drawn by: E.ALDANA 01/05 Scale: ADDITION TO EXISTING CPH BUILDING Engineer y: 1 CITY OF SANFORD C� Planners >� Q Checked b V.TAN / Date: DECEMBER 2004 Landscape Architects ROOF F RAM I N G PLAN AND DETAILS Surveyyors SIGNATURE DAT Constnretion Management Approved by: / Job No. C6532 cv w zv c p h e n gin e e r s. c o m l 0 SEMINOLE COUNTY FLORIDA. 500F"no"Sr,�4s""jurd,F432771 S43 Certificate ofAuthori2ation No. 3215 File: ' PhonaQ 3867364142 Fax 386.T36 SW 2002 a i :4* �: EMAIL_MG ENGINEERING PAGE 1-1124105 12:12:59 PM - _ - - H_EMAIL_MG ENGINEERING_01_24_P PAGE 1-1124105 12:12:54 PNII ... _ ££$ t s .. ... F.............................................. ................................................................................................................................................................... .. ... .... ............_ 3" VENT. LINE FROM BELOW SEE SHEET P-1 FOR CONT. ■ ■ ........... £T5 ... ............................... z ■ .................................: PLUMBING PLAN -SECOND FLOOR SCALE 1/4" = 1'-0" 0 ................................ .......... ....... _ ........................::..... ............. ........................... sssa ! >........................... .. €1 r 1; PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE THE OWNER MAY SELECT OR PURCHASE SIMILAR FIX PURE VERIFY WITH OWNER BEFORE BIDDING EWC-1 ELECTRIC WATER COOLER FOR HANDICAPPED, TWO ELKAY LEVEL, BARRIER FREE WALL MOUNTED, EBFATL-8 FLEXI-GUARD SAFETY BUBBLER, NON PRESSURED COOLING TANK, 8.0 GAL PER HOUR BASED ON 80 DEGREES F INLET WATER TEMP., FRONT AND SIDES PUSHBARS, SELF CLOSING. 4.8 AMP AT 120 VOLT. INSTALLATION SHALL COMPLY WITH A.D.A. AND FLORIDA ACCESSIBILITY MANUAL REQUIREMENTS WC-1 WATER CLOSET FOR HANDICAPPED, VITREOUS CHINA, AMERICAN STANDARD TOP OF SEAM 19" HIGH, FLOOR MOUNTED, LOW WATER 2168-100 CONSUMPTION (1.6 GPF), ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET ACTION, CLOSE - COUPLED FLUSHOMETER TANK, SIDE MOUNTED CHROME TRIP LEVER. SOLID PLASTIC WHITE OPEN FRONT SEAT LESS COVER OLSONITE II 95 CLOSET WALL SUPPLY WITH WALL FLANGE AND WHEEL MC GUIRE HANDLE STOP. FLEXIBLE RISER WITH COLLAR. L-1 LAVATORY, OVAL COUNTERTOP 19 1/4"X 16 1/4", AMERICAN STANDARD ACID RESISTING ENAMELED CAST IRON, SELF 3303.00 RIMMING, FRONT OVERFLOW, 8" ON CENTER FAUCET HOLES. SINGLE CONTROL LAVATORY FAUCET, GRID DRAIN, AMERICAN STANDARD VANDAL RESISTANT METAL LEVER HANDLE 2385-130 1 1/4"X 1 1/4" 17 GA. POLISHED CHROME MC GUIRE 8872 ADJUSTABLE P- TRAP WITH CLEANOUT PLUG. LKAVATORY WALL SUPPLY WITH WALL FLANGE AND WHEEL MC GUIRE 165 HANDLE. CONNECT FAUCETS TO CW ONLY WHEN HOT WATER IS NOT AVAILABLE FD-1 JOSAM 30603 FLOOR DRAIN WITH INTEGRAL P-TRAP 3" SIDE OUTLET,NIKALOY ROUND SUPER-FLO STRAINER AND 1/2" PRIMER TAP JOSAM 88250 CONNECTION TRAP PRIMER VALVE WITH REMOVABLE OPERATING PARTS AND INTEGRAL VACUUM BREAKER. INSTALL IN COLD WATER SUPPLY LINE TO NEAREST PLUMBING FIXTURE. PROVIDE ACCESS PANEL IN WALL S-1 SINGLE COMPARTMENT SINK, STAINLESS STEEL 20 CA ELKAY TYPE 302, SELF RIM, 22X19.5X7.25" DEEP, RAISED PSR-2219 FAUCET DECK, 3 FAUCET HOLES. SINGLE LEVER DECK MOUNTED 8" TUBULAR SWING- ELKAY SPOUT, SWIVEL -SPRAY AERATOR. LK-4102 DRAIN OUTLET FITTING WITH PERFORATED GRID ELKAY STRAINER. LK-18B 1 1/4"X 1 1/4" 17 GA. POLISHED CHROME MC GUIRE 8872 ADJUSTABLE P- TRAP WITH CLEANOUT PLUG. SINK WALL SUPPLY WITH WALL FLANGE AND WHEEL MC QUIRE 165 HANDLE. CONNECT FAUCETS TO CW ONLY WHEN HOT WATER IS NOT AVAILABLE 3 1 No. Date Revision Approved No. Date Revision Approved Designed by: / Architects CERTIFICATION M G ENGINEERING, INC. Sheet No. Drawn by: GG 01/14 Scale: AS ADDITION TO EXISTING CPH BUILDING Q Planners Consulting Engineers EB 7210 CITY O F SAN FO R D Landscape Architects P-2 Checked by: MG / Date: DECEMBER, 2004 Surve�os SIGNATURE DATE 299 Loraine Drive . Sufte 2004 . Altamonte springs, Florida 32714Cuns n,ctiunManagement Q e Approved by: / Job No. 503 Mww 1, , e n g i n e e r s. c o m Tel. (407) 786-4811 •Fax. (407) 786-0866•mgengineeftng�cfi.rf.comKMjG SEMINOLE COUNTY, FLORIDA.5razuno,:Street, San%n{It32771 These drawings are not to be modified, changed or copied without File: Ph., 36673h.11d2 re.a386736S412 a written permission from MG Engineering, Inc. 02002 ''-'"- H_EMAIL_MG ENS INEERING_1091_24_P PAGaE 1 - IJ24/05 12:13,38 PM a PLUMBING SPECIFICATIONS WORK INCLUDED: A. FURNISH ALL LABOR, MATERIALS, ETC., NECESSARY TO COMPLETE THE INSTALLATION OF THE PLUMBING SYSTEM AS DESCRIBED IN THESE SPECIFICATIONS AND AS ILLUSTRATED ON THE DRAWINGS. 1. COLD WATER SYSTEMS CONNECTIONS WILL BE COMPLETE FROM 5' OUTSIDE THE BUILDING LINE OR METER TO ALL PLUMBING FIXTURES AND EQUIPMENT REQUIRING WATER. THE SYSTEM SHALL BE COMPLETE WITH CONTROLS, VALVES, EQUIPMENT, DEVICES AND INSULATION. 2. ALL SOIL, WASTE AND VENT SYSTEMS OUTSIDE AND INSIDE THE BUILDING AND SEWER CONNECTION AS INDICATED ON THE DRAWINGS. 3. FURNISHING AND INSTALLATION OF PLUMBING FIXTURES, INCLUDING ALL THE REQUIRED TRIM, SUPPORTS, VALVES AND DEVICES. 4. EXCAVATION, BACKFILLINC AND COMPACTION REQUIRED FOR COMPLETE INSTALLATION 5. ALL ROUGH -IN, TEST AND FINAL CONNECTION TO EQUIPMENT. 6. FURNISHING OF ALL FINAL PLUMBING CONNECTIONS TO SPACE HEATING AND/OR AIR CONDITIONING EQUIPMENT INCLUDING CONDENSATE DRAINS. B. METERS AND UTILITY CONNECTIONS: 1. COORDINATE WORK WITH THE LOCAL WATER COMPANY. PAY ALL FEES AND FURNISH ALL LABOR AND/ OR MATERIAL ( NOT FURNISHED BY THE WATER COMPANY) WHICH ARE REQUIRED TO TAP INTO EXISTING LINE AND / OR METER. INSTALL ALL PERMANENT WATER SUPPLY LINES FROM 5' OUTSIDE THE BUILDING AND COMPLETE THE WORK AS SHOWN, ALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL WATER COMPANY. 2. SEWER CONNECTIONS SHALL BE PAID FOR BY THE CONTRACTOR AND SHALL BE MADE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL.GOVERNING AUTHORITY. QUALITY ASSURANCE: A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR NTH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. SUBMITTALS: A. SHOP DRAWINGS: WITHIN 35 DAYS AFTER AWARD OF CONTRACT, AND BEFORE ANY PLUMBING MATERIALS ARE DELIVERED TO THE JOBSITE , SUBMIT TO THE OWNER'S REP. COMPLETE SHOP DRAWINGS, INCLUDING ALL PLUMBING FIXTURES, TRIM, DRAINS, CLEANOUTS, PIPING, VALVES, INSULATION, HANGERS, SUPPORTS, EQUIPMENT AND DEVICES PROPOSED TO BE FURNISHED AND INSTALLED. B. RECORD DRAWINGS: DURING THE PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF ALL CHANCES MADE IN THE PLUMBING SYSTEMS. [FIE RECORD SHALL SHOW CHANCES IN MANUFACTURER (WITH NUMBERS AND TRADE NAMES), MATERIALS, SIZES, LOCATIONS, AND HOOKUP POINTS, PRODUCT HANDLING: A. USE ALL MEANS NECESSARY TO PROTECT PLUMBING MATERIALS BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES. B. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND/OR REPLACEMENTS NECESSARY TO THE APPROVAL OF THE OWNER'S REP. AND AT NO ADDITIONAL COST TO THE OWNER. EXAMINATION OF THE SITE: EXAMINE THE SITE AND ALL EXISTING CONDITIONS. TAKE INTO CONSIDERATION ALL CONDITIONS THAT MAY AFFECT THE WORK UNDER THIS CONTRACT. LACK OF THIS INFORMATION WILL NOT BE CONSIDERED AS JUSTIFICATION FOR EXTRA COST OR ALLOWANCES TO THE CONTRACT PRICE. COMPLIANCES WITH CODES AND PERMITS: A. COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, SAFELY ORDERS AND REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION. B. CONTRACTOR SHALL PAY ALL FEES, MISCELLANEOUS COSTS AND SHALL OBTAIN ALL PERMITS NECESSARY TO CARRY ON THE WORK. BEFORE FINAL ACCEPTANCE OF THE WORK, FURNISH TO THE OWNER CERTIFICATES OF INSPECTION: STATING THAT THE WORK HAS BEEN INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT AND THE AUTHORITY HAVING JURISDICTION. GUARAN FEE: ADJUST ALL VALVES, CONTROLS, VACUUM BREAKERS AND INCIDENTAL ITEMS AND LEAVE THE SYSTEM IN PERFECT OPERATING CONDITION. REGULATE, REPAIR AND REPLACE ANY DEFECTIVE WORKMANSHIP, MATERIALS, AND EQUIPMENT WHICH MAY BECOME APPARENT WITHIN ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE OF THE WORK. THE DECISION OF THE OWNER SHALL BE FINAL IN RESPECT TO IMPERFECTIONS. FURNISH THE OWNER ALL MANUFACTURERS WRITTEN GUARANTEES OF MATERIALS AND EQUIPMENT., INCLUDING WATER STERILIZATION REPORT. PIPE: A. SANITARY SOIL, STORM, WASTE AND VENT SYSTEMS: SOIL, WASTE AND VENT PIPING BELOW SLAB ON GRADE TO 5'-0" OUTSIDE OF BUILDING LINE SHALL BE HUB AND SPIGOT CAST IRON PIPE AND FITTINGS WITH COMPRESSION GASKETS. ABOVE GRADE IN BUILDING SHALL BE CAST IRON PIPE NO -HUB WITH STAINLESS STEEL COUPLINGS. PVC TYPE DWV , ASTM D-2665 LISTED AND BEAR NSF SEAL WITH CEMENT JOIN FAND FITTINGS AS MANUFACTURED BY JOHNS- MANVILLE, IF ALLOWED BY LOCAL AUTHORITIES. PROVIDE WRITTEN APPROVAL TO THE OWNER'S REP. B. WATER PIPING ABOVE AND BELOW SLAB: SHALL BE COPPER TYPE "K" WiTH SOLDER FITTINGS NO JOINTS WILL BE ALLOWED UNDER BUILDING SLAB. WATER PIPING MAY BE CPVC WITH SOLVENT WELDING FITTINGS OBTAIN OWNER'S REP. APPROVAL BEFORE USING PLASTIC PIPING C. INDIRECT WASTE AND CONDENSATE DRAIN LINES: SHALL BE COPPER TYPE "M" WITH 95-5 SILVER SOLDER JOINT FITTINGS OR "PVC" FOR ROOF TOP PACKAGED AIR CONDITIONING UNITS. VALVES: A. UNION-NIBCO #733, OR KENNEDY OR APPROVED EQUAL. B. GLOBE VALVES - HAMMOND iB423T OR KENNEDY OR APPROVED EQUAL. C. BALL VALVES - HAMMOND 8311 OR KENNEDY OR APPROVED EQUAL. D. CHECK VALVES - HAMMOND ID912 OR KENNEDY OR APPROVED EQUAL. E. AIR VENTS- HOFFMAN #79. F. PRESSURE REGULATOR- IF REQUIRED , BAILEY 30 OR WATTS # U5LP. DIAPHRAM AND SEAT SHALL WITHSTAND TEMPERATURE OF 225 DEGREES. PIPE SLEEVES AND ESCUTCHEONS: A. "ADJUSTO-CRETE", OR EQUAL SLEEVES APPROVED IN ADVANCE BY THE OWNER'S REP., WITH AMPLE CLEARANCE FOR PIPE AND COVERING, AND WITH CHROME -PLATED WALL AND FLOOR ESCUTCHEONS OVER PIPE IN ALL FINISHED AREAS. HANGERS AND SUPPORTS: A. SOIL, WASTE AND VENT PIPING ON HORIZONTAL LINES , SHALL BE FEE AND MASON #215 ADJUSTABLE RING HANGERS, SPACED NOT MORE THAN FIVE FEET APART. B. WATER PIPING SHALL BE FEE AND MASON #212 SPLIT RING HANGERS WiTH SUPPORTING RODS, SPACED NOT MORE THAN 10 FEET APART FOR 1-1/2" PIPE AND LARGER AND 6 FEET APART FOR 1-1/4" PIPE AND SMALLER. FLASHINGS: A. FURNISH AND INSTALL ON EACH PIPE PASSING THROUGH THE ROOF 26 GAUGE GALVANIZED IRON FLASHING ASSEMBLY. FLASHING SHALL BE COMPLETE WITH CAST IRON COUNTER FLASHING SLEEVE AND PERMASEAL WATERPROOFING COMPOUND OR AS RECOMMENDED BY THE MANUFACTURER WATER HAMMER ARRESTORS: A. STAINLESS STEEL CONTRUCTION BELLOWS TYPE PDI APPROVED AND CERTIFIED SIZING AND PLACEMENT CONFORMING TO PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI-WH2O1 LATEST EDITION AND AS MANUFACTURED BY J.R. SMITH OR ZURN. CLEANOUTS: A. FINISHED ROOM FLOORS: J.R. SMITH 4163 WITH NICKEL BRONZE TOP AND GASKETED WATERTIGHT COVER SECURE INDEPENDENTLY OF PLUG. B. VINYL FLOORS: J.R. SMITH 4163 WITH NICKEL BRONZE TOP AND GASKETED WATERTIGHT COVER SECURE INDEPENDENTLY OF PLUG. C. UNFINISHED ROOM FLOORS: J.R. SMITH 4223 WITH ROUGH GASKETED WATERTIGHT COVER SECURE INDEPENDENTLY OF PLUG. D. WALLS: J.R. SMITH 4532 WITH BRONZE COUNTERSUNK SLOTTED PLUG CHROME PLATED COVER. E. ABOVE GROUND: CAST IRON LINES: J.R. SMITH 4420X.H., WITH EXTRA HEAVY BRONZE COUNTERSUNK SLOTTED PLUG ONLY, PIPE ISOLATORS: A. ISOLATION FITTING: SHALL BE MANUFACTURED BY ELCEN INSULATING COUPLING OR APPROVED EQUAL. ISOLATION FITTINGS SHALL BE INSTALLED AT ALL POINTS WHERE COPPER OR BRASS PIPE OR TUBING JOINS FERROUS PIPE, FITTINGS, OR EQUIPMENT. No. Date Revision ApprovediNo.1 Date 0 0 Q 0 INSULATION: A. PIPE INSULATION MATERIAL: ALL HOT WATER SUPPLY PIPING (UNLESS OTHERWISE NOTED ON PLANS) SHALL BE INSULATED WITH PPG INDUSTRIES, CERTAIN -TEED SAINT GBBAIN SNAP -ON OR JOHNS-MANVILLE MICRO-LOC, i" THICK. B. COLD WATER SUPPLY PIPING AND TAILPIECE, "P" TRAP AND TRAP ARM OF HANDICAPPED LAVATORIES SHALL BE INSULATED. UTILIZING TRAP -WRAP 500 AS MANUFACTURED BY PROCAR PRODUCTS, INC. CINCINATI, OHIO. C. ALL INDIRECT DRAIN LINES SHALL BE INSULATED WITH JONES-MANVILLE "AEROTUBE" FOAM PLASTIC PIPE INSULATION, 3/4" THICK. D. ABOVE CEILING STORM DRAIN LINES SHALL BE INSULATED WiTH 1" THICK FIBERGLASS BLANKET INSULATION THERMOMETERS: A. SHALL BE WEKSLER 'TYPE AA5H, OR APPROVED EQUAL, 30 DEGREE TO 240 DEGREE F, 2 DEGREE DIVISIONS. THERMOMETERS SHALL BE READABLE FROM FLOOR. INSPECTION: A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOr PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION: A. ALL PIPING SHALL BE RUN CONCEALED EXCEPT WHERE SHOWN OTHERWISE ON DRAWINGS. WHERE PIPING IS RUN EXPOSED, IT SHALL BE PLACED IN UNIMPORTANT AND OUT-OF-THE-WAY PLACES, AS APPROVED BY THE OWNER'S REP.. B. FURNISH AND INSTALL WATER HAMMER ARRESTER AT ALL FLUSH VALVE OR ANY QUICK -CLOSING VALVE. C. VALVES, TRAPS, CLEANOUTS AND OTHER APPARATUS SHALL BE INSTALLED IN AN EASILY ACCESSIBLE LOCATION. D. SOIL, WASTE VENT OFFSETS AND BUILDING DRAINS SHALL BE INSTALLED WITH A MINIMUM, UNIFORM GRADE OF 1/4" TO THE FOOT, OR AS REQUIRED BY THE LOCAL CODE E. ALL WATER PIPES SHALL HAVE A MINIMUM CLEARANCE OF 1/2" AND SHALL BE ISOLATED FROM BUILDING STRUCTURE OR OTHER PIPING. F. COLD WATER LINES SHALL BE AT LEAST 6" APART WHERE PIPING IS PARALLEL. G. PIPE ISOLATORS SHALL BE INSTALLED ON ALL WATER PIPING AT ALL RING HANGERS. H. ISOLATION FITTING: SHALL BE INSTALLED AT ALL JOINTS WHERE COPPER OR BRASS PIPE OR TUBING JOINS FERROUS PIPE, FITTINGS OR EQUIPMENT. I. ACCESS PANELS: PROVIDE AND INSTALL ACCESS PANEL OVER ALL EQUIPMENT BUILT, INTO WALLS, FLOORS, OR CEILINGS SUCH AS VALVES, CLEANOUTS, ETC. ALL SHALL BE OF A SIZE SUITABLE FOR THE SERVICE INTENDED. VERIFY BEFORE START OF ANY WORK TO INSURE THAT NEITHER EQUIPMENT NOR FIXTURES WILL GET IN THE WAY OF THE ACCESS PANELS AFTER COMPLETION. J. CLEANOUTS: 1. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES IN DIRECTION AND NOT MORE THAN SEVENTY-FIVE (75) FEET APART IN ANY RUN AND WHERE REQUIRED BY THE LOCAL PLUMBING ORDINANCE. 2. EACH CLEANOUT SHALL BE FULLY ACCESSIBLE AND SO INSTALLED AS TO SERVE THE PURPOSE FOR WHICH IT IS INTENDED. K. ALL FIXTURES SHALL BE SECURELY ATTACHED TO SUPPORTING SURFACES AS SPECIFIED AND SHALL BE INSTALLED PLUMB LEVEL. WALL -HUNG FIXTURES SHALL BE SECURED BY FLOOR MOUNTED CARRIERWOOD L. PROTECTION: PROVIDE ADEQUATE PROTECTION FOR ALL EQUIPMENT AND FIXTURES AND LEAVE THE WORK IN A NEAT, CLEAN CONDITION READY FOR USE AND OPERATION, AND ACCEPTABLE TO THE OWNER'S REP.. M. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL CUTTING AND PATCHING AND SHALL PROVIDE ALL OPENINGS TOGETHER WITH LINTELS AND SUPPORTS WHICH MAY BE REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. PATCHING SHALL BE OF THE SAME MATERIALS, WORKMANSHIP AND FINISH AS, AND SHALL ACCURATELY MATCH, ALL SURROUNDING CONSTRUCTION. N. INSULATION: PIPING INSULATION SHALL BE INSTALLED OR APPLIED PER THE MANUFACTURERS WRITTEN INSTRUCTIONS. PLUMBING FIXTURES: A. EQUAL QUALITY TO AMERICAN STANDARD WILL BE ACCEPTABLE. FURNISH AND INSTALL ALL SUPPORTS NECESSARY FOR THE REQUIRED FIXTURES. PLUMBING FIXTURES SHALL NOT, UNDER ANY CIRCUMSTANCES, BE SUPPORTED BY PIPING CONNECTIONS. ALL PLUMBING FIXTURES SHALL BE OF ONE MANUFACTURER EXCEPT WHERE CHANGES ARE APPROVED IN WRITING BY THE OWNER'S REP.. B. LAVATORIES AND SINKS SHALL BE PROVIDED WITH HOT AND COLD WATER. FIXTURES SHALL BE PROVIDED WITH WASTE AND VENT CONNECTIONS, AS SHOWN ON THE DRAWINGS, AND AS REQUIRED BY THE APPLICABLE PLUMBING CODE. FIXTURES AND FLOOR DRAINS SHALL HAVE TRAPS. FACTORY TYPE SHOCK ABSORBERS SHALL BE USED ON HOT AND COLD WATER LINES. ALL PIPING IN FINISHED AREAS SHALL HAVE CHROMIUM PLATED FLOOR AND WALL ESCUTCHEONS. C. FAUCETS SHALL BE EQUIPPED WITH RENEWABLE SEATS. ALL EXPOSED METAL PARTS OF FIXTURES SHALL BE CHROMIUM PLATED. D. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTION OF ALL FIXTURES AFTER INSTALLATION UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER PIPE WRAPPING (BURIED STEEL PIPE): A. UNDERGROUND STEEL PIPING SHALL BE PROTECTED WITH A FACTORY APPLIED POLYETHYLENE COVERING SIMILAR AND EQUAL TO "SCOTCHWRAP"OR "X-TRU-COAT". ALL FIELD JOINTS SHALL BE WRAPPED AFTER TESTING WITH POLYETHYLENE SLEEVES THAT WILL SHRINK TIGHTLY TO PIPE WHEN HEATED. SLEEVES SHALL BE SUPPLIED BY SAME MANUFACTURER AS PIPE COVERING AND PER INSTALLED AS PER MANUFACTURERS DIRECTIONS. B. PIPE SHALL BE LAID ON A BED OF SAND AT LEAST TWO INCHES DEEP. BRASS COVER SECURED WITH SCREWS — THREADED BRASS C.O. PLUG --\ FINISH GRADE 12"xl2"0" THICK CONC. PAD FLUSH W/FINISH GRADE SLIP JOINT EXTERIOR CO INST. DETAIL FLUUK COVER SECURED TREWS ED BRASS UG [ABLE COLLAR FLOOR CO INST. DETAIL FACE OF WALL STAINLESS STEEL COVER SCREWED TO THREADED CO. PLUG TESTING: WALL CO INST. DETAIL A. ALL WORK SHALL BE TESTED UNDER THE SUPERVISION OF THE REPRESENTATIVE OF THE OWNER OR OWNER'S REP. AND SHALL BE INSPECTED BY ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK. B. TESTS SHALL BE MADE ON THE VARIOUS PARTS OF THE SYSTEMS AS REQUIRED BY GOVERNING AUTHORITIES AND SHALL BE PAID FOR BY THIS CONTRACTOR. C. MINIMUM TESTS REQUIRED SHALL BE: 1. PRESSURE TESTS: TURN OVER ALL TEST CHARTS TO OWNER'S REPRESENTATIVE. CI•IROME PLATED SUPPLY, MCGUIRE OR EQUAL. SYSTEM TESTED GAUGE PRESSURE GAUGE PRESSURE AFTER 4 TRAP PRIMER FITTING FIXTURE STOP AT START OF TEST HRS.OF TEST NOT LESS THAN WATER 25 POUNDS ABOVE FINISHED FLOOR '-'1/2" TRAP PRIMER LINE WITH WORKING PRESSURE SAME PRESSURE SLOPE TO FLOOR DRAIN. 2. SEWER, WASTE AND VENT PIPING: FILL WiTH WATER TO TOP OF HIGHEST VENT, ALLOW FLOOR DRAIN TO STAND TWO (2) HOURS OR LONGER, AS DIRECTED BY THE OWNER'S REP.. TESTING MAY BE DONE IN SECTIONS. EACH SECTION TESTED SHALL INCLUDE AT LEAST TEN(l0) FEET OF THE UPPER PORTION OF THE NEXT PRECEDING SECTION. D. OPERATING TESTS: 6"MIN. 1. TESTS SHALL BE PERFORMED BEFORE FINAL ACCEPTANCE AND UNDER THE SUPERVISION OF THE OWNER'S REP. AND / OR OWNER. OPERATION OF THE TESTS. SHALL BE FOR EIGHT (8) HOURS. ALL LABOR AND INSTRUMENTS FOR TESTS SHALL BE FURNISHED BY THE CONTRACTOR. 2. TESTS SHALL DEMONSTRATE THAT THERE IS FREE AND EQUAL CIRCULATION FROM EACH PART 6" DEEP SEAL TRAP OF THE PIPING SYSTEMS, AS WELL AS SATISFACTORY OPERATION OF ALL VALVES, PUMPS, EQUIPMENT, AUTOMATIC CONTROLS, ETC. CLEANING PIPING SYSTEMS: A. AFTER THE PIPING SYSTEMS HAVE BEEN TESTED AND PROVED TIGHT, THE CONTRACTOR SHALL CLEAN THE VARIOUS SYSTEMS INCLUDING STRAINERS OF DIRT, OIL, GREASE, WASTE AND OTHER FOREIGN SUBSTANCES WHICH MAY HAVE ACCUMULATED DURING THE PROCESS OF INSTALLATION, TRAP PRIMER RESEAL DIAGRAM AFTER KITCHEN EQUIPMENT IS INSTALLED AND CONNECTED AND JUST PRIOR TO OPENING, THE ENTIRE WASTE SYSTEM FROM FLOOR DRAINS OR FLOOR SINKS SHALL BE CLEANED WITH A MECHANICAL SNAKE ROOTER TO INSURE CLEAN, FREE -FLOWING WASTE LINES. ALL CHROME PLATED NOTE: N.T.S. PARTS AND PIPE SHALL BE POLISHED. IN GENERAL, SYSTEM SHALL BE LEFT IN A CLEAN, NEAT AND USABLE CONDITION. GAS PIPING SHALL HAVE AIR BLOWN THROUGH EACH INDIVIDUAL OPENING FOR A PERIOD OF FIVE MINUTES TO DEMONSTRATE NO CLOGGING. THIS DETAIL APPLICABLE FOR RESEALING OF ALL FLOOR DRAINS AS SHOWN ON THE PLANS. FLOOR DRAINS SHALL BE RESEALED WATER SYSTEM STERILIZATION: BY MEANS OF A TRAP PRIMER VALVE INSTALLED IN THE C.W. A. BEFORE ANY USE OF SYSTEM IS MADE FOR DOMESTIC PURPOSES, IT SHALL BE STERILIZED BY SUPPLY LINE OF THE NEARES r SINK OR FIXTURE AND SLOPED SLOWLY FILLING WITH WATER TO WHICH A STERILIZING AGENT HAS BEEN APPLIED, AT A RATE GIVING TO THE FLOOR DRAIN. VALVE MUST BE ACCESSIBLE FOR 50 PPM OF CHLORINE, AS DETERMINED BY RESIDUAL CHLORINE TEST AT EXTREMITIES OF THE LINE. INSPECTION AND REPAIR. PROVIDE ESCUTCHEONS AS SHOWN. AFTER LINES HAVE BEEN FILLED FOR A PERIOD OF THREE (3) HOURS, TESTS FOR RESIDUAL CHLORINE SHALL SHOW NOT LESS THAN 50 PPM. IF LESS THAN 50 PPM IS INDICATED, DRAIN OR FLUSH OUT THE LINE AND REPEAT STERILIZATION TREATMENT UNTIL TESTS INDICATE AT LEAST 50 PPM OF RESIDUAL CHLORINE AFTER THREE (3) HOURS. THE LINES SHALL THEN BE FLUSHED OUT UNTIL ALL TRACES OF CHEMICAL HAVE BEEN REMOVED. GROUTING: A. GROUT BEHIND ALL WALL HUNG PLUMBING FIXTURES WITH HARD, WHITE DURABLE PLASTER MATERIALS, ELIMINATING ALL VOIDS AND CRACKS AND PROVIDING SUFFICIENT PLANE BEARING SURFACE FOR MOUNTING. ADJUSTING: A. UPON COMPLETION OF AND AFTER CLEANING OF SYSTEM AND EQUIPMENT, AUTOMATIC PARTS OF PLUMBING SYSTEMS SHALL BE CAREFULLY ADJUSTED FOR NORMAL OPERATION. TRENCHING AND BACKFILLING: PERFORM ALL TRENCHING AND BACKFILLING ASSOCIATED WITH THE PLUMBING INSTALLATION IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. Revision Approved Designed by: Architects CERTIFICATION Drawn by: GG 701/141Scale: AS SHOWN ADDITION TO EXISTING CPH BUILDING Engineers MG ENGINEERING, INC.Sheet No. PlannersConsultin En ineers EB 7210 Checked b MG Date: DECEMBER, 2004 CITY OF SAN FO R D �artdscupcArchitects g g Y save, urs 3 SIGNATURE DATE 299 Loraine Drive . Suite 2004 . Altamonte Springs, Florida 32714 P Cons�rnction h-Irma �erucnr Approved by: / Job No. 503 :o en w . c N 1: e ,l g i ,t e e r s . con, Tel, (407) 786-4811 -Fax. (407) 786-0866•mgengineeringOcfl.rr.com MGS E M I N 0 LE COUNTY, FLORIDA. 500faltw, Street, S,,vf/ 4 rt a2n, These drawings are not to be modified, changed or copied without O! MW6 d wiRMUM D 11 & 7!p File:Yhvae: aaC~M n t2 Au asa7susu2 a written permission from MG Engineering, Inc. -- 02002 A_ A_ H EMAIL MG ENGINEERINr 01 '24- M PAGE 1-1124105 12:13:30 PNI .......................................... ... .......................................... 1 V Y 280 ((( TTrrY 1::......................I..................... %1 ................................................................................................. Y� _...................................................� 1 ZS.............................................._....... TYP. 12X12 TRANS. GRILLE >—< UNO. 14A 2 ..................... ............................121 '� 12x1 '� ....•.......?..................;�.,.. ... 2x1 A. ........... ,....:.... li 3j i i lIj ' I i i �..................; i i ............ 22A 2 12x1 ......................-.. i t......_ ................ 12x12-- 2, :...................................... .... -................................ v: ... ............................. ...: j::: .:......................................{..:./ :. i;` y 1> .<:':f ............... KEYNOTES FOR SHEET M-2 1- MOUNT RTU ON PREFAB. ROOF CURB, SEE ARCH. AND ST. DWGS FOR EXACT LOCATION INSTALL ALL ROOF MiD. EQUIP. TO WITHSTAND 120 MPH WIND (TYPICAL) 2- TYPICAL WALL MOUNTED THERMOSTAT MOUNT AT 5' AFF. 3- ALL CEILING MOUNTED SUPPLY DIFFUSERS TO BE LOUVERED FACE WITH LAY -IN BORDER TYPE IN AREAS WITH LAY -IN CEILING (EXCEPT IN VERY SMALL ROOMS) OR SURFACE MOUNTED IN AREAS WITH HARD CEILING OR EXPOSED STRUCTURE. DIFFUSERS TO BE ALUMINUM DIFFUSERS TO BE WITH OPPOSED BLADE VOLUME DAMPER. ALL DIFFUSER SHALL BE 4-WAY BLOW UNLESS NOTED BY ARROWS TITUS MODEL TDC-AA OR EQ. SIDEWALL DIFFUSER SHALL BE DOUBLE DEFLECTION WITH OBVD MODEL 300 R 4- ALL CEILING MOUNTED RETURN/TRANSFER REGISTERS TO BE EGGCRATE WITH LAY -IN BORDER TYPE IN AREAS WITH LAY -IN CEILING (EXCEPT IN VERY SMALL ROOMS) OR SURFACE MOUNTED IN AREAS WITH HARD CEILING OR EXPOSED STRUCTURE. DIFFUSERS TO BE ALUMINUM REGISTERS TO BE WITH OPPOSED BLADE VOLUME DAMPER. TITUS MODEL 50 F OF EQ. 5- ALL INTERIOR RESTROOM DOORS SHALL BE 3/4" UNDERCUT FIBERGLASS DUCT MATERIAL SHALL BE OF R-6.0 MIN. RTU CONDENSATE DRAIN SHALL BE PVC AND DISCHARGE ON ROOF OR PIPE TO GUTTER/ROOF DRAIN FOR FINISHED SPACE ONLY TOTAL EXHAUST = 125 CFM REQUIRED VENTILATION = 240 CFM TOTAL OUTSIDE AIR = 280 CFM SPACE PRESSURE = POSITIVE 155 CFM �I 5''�.• 25 i �•' 11ti1 H l Ep_i .................... .i ..................................................... ii t ....;:;. i ;i i i i .�<s HVAC PLAN- FIRST FLOOR FAN SCHEDULE FAN MOTOR EQUAL TO UINT WEIGHT MARK SERVICE TYPE CFM E.S.P. IN. WC RPM DRIVE HP V/PH/HZ MANUFACTURER MODEL N0. NOTES (LBS) MAX. MAX. EF-1 TOILET CEILING 125 0.375 1200 DIRECT 60W 120/1/60 LOREN-COOK GEM -II (1)(2) 100 EF-2 TOILET CEILING 125 0.375 1200 DIRECT 6OW 120/l/60 LOREN-COOK GEM -II (1)(2) 100 NOTES: (1) PROVIDE WITH UNIT MOUNTED DISCONNECT SWITCH, GRAVITY DAMPER, SPEED CONTROLLER AND WALL CAP OR BRICK VENT (2) UNIT SHALL BE INTERLOCKED Wl fH SPACE RTU SUPPLY FAN OR CON [ROLLED WITH TOILEr ROOM LIGHT VIA TIME DELAY SWITCH NOTE: THESE ARE STANDARD SYMBOLS, AND MAY NOT ALL APPEAR ON THE DRAWINGS 12X10 DUCT SIZE, FIRST FIGURE IS SIDE SHOWN ITMANUAL SPUTTER DAMPER SUPPLY DUCT (TURNED UP) SUPPLY DUCT (TURNED DOWN) RETURN DUCT (TURNED UP) RETURN DUCT (TURNED DOWN) MANUAL VOLUME DAMPER TRANSI iION TURNING VANES FLEXIBLE CONNECTION X SUPPLY DIFFUSER r— RETURN REGISTER EXHAUST GRILLE/DUCT TO WALL MOUNTED THERMOSTAT AFF ABOVE FINISHED FLOOR CFM CUBIC FEET PER MINUTE B=_ DUCT SMOKE DETECTOR EF EXHAUST FAN MBH THOUSAND BTU PER FIOUR NTS NOT TO SCALE RR RETURN AIR REGISTER SF SUPPLY FAN U TYPICAL 3/4" DOOR UNDERCUT XX TYP. AIR DIST. DEVICES YY "XX" DENOTES NECK SIZE "YY" DENOTES AIR QUANTITIES IN CFM 10 No. Date Revision Approved No. Date Revision Approved I Designed by: / Architects CERTIFICATION M G ENGINEERING, INC. Sheet No. 5 Drawn b : GG 01/14 Scale: AS SHOWN ADDITION TO EXISTING CPH BUILDING Engineers Y Planners Consulting Engineers EB 7210 CITY OF SANFORD 0 Q Checked by: MG / Date: DECEMBER, 2004 s1RCons nJt�°'s Landscape Architects1ction Management SIGNATURE DATE 299 Loraine Drive .Suite 2004 . Altamonte Springs, Florida 32714 Q e Approved by: / Job No. 503 MU w zo W. c p h e n g 1 n e e r s. c o n$ Tel. (407) 786-4811 -Fox. (407) 786-0866•mgengineeringOcfl.rr.comMG M-1 SEMINOLE COUNTY, FLORIDA. 5Wru,fonSt-1,S.IIIf,:.141L32771 These drawings are not to be modified, changed or copied without QQ Ow1bdodAvlw WonMo►7W File: 11h.Ir:svr,�r,4142 f,.uJ86736M2 a written permission from MG Engineering, Inc. 02QQ2 "-h-H_EMAIL_MG EP,,IGINEEPING Q1_24_Pr1 PAGE 1-1J24105 12:13:26 PM k—"— H__EMAIL_MG EPdGII'IEERIh-dG_01 _24 M PAGE 1—1124105 12,13:22 PM D HVAC SPECIFICATIONS BASIC MECHANICAL REQUIREMENTS GENERAL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. INSTALL EQUIPMENT AND MATERIALS TO PROVIDE REQUIRED ACCESS FOR SERVICING AND MAINTENANCE, ALLOW AMPLE SPACE FOR REMOVAL OF ALL PARTS THAT REQUIRE REPLACEMENT OR SERVICING. VERIFY FINAL LOCATIONS FOR ROUGH —INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE CONNECTED. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, INSTALL MECHANICAL SERVICES AND OVERHEAD EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE. MECHANICAL SUBMITTALS: SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES WILL BE ACCEPTED ONLY WHEN SUBMITTED BY THE CONTRACTOR, AND SHALL BEAR THE CONTRACTOR STAMP OF APPROVAL. NAMEPLATE PROVIDE PERMANENT OPERATIONAL DATA NAMEPLATE ON EACH ITEM OF POWER OPERATED MECHANICAL EQUIPMENT, INDICATING MANUFACTURER, PRODUCT NAME, MODEL NUMBER, SERIAL NUMBER, CAPACITY, OPERATING AND POWER CHARACTERISTICS, LABELS OF TESTED COMPLIANCES, AND SIMILAR ESSENTIAL DATA. LOCATE NAMEPLATES IN AN ACCESSIBLE LOCATION. DELIVERY, STORAGE AND HANDLING COORDINATE DELIVERIES OF MECHANICAL MATERIALS AND STORE EQUIPMENT AND MATERIALS TO PROTECT FROM DAMAGE. RECORD DOCUMENTS MARK DRAWINGS TO INDICATE REVISIONS TO PIPING AND DUCTWORK, SIZE AND LOCATION, BOTH EXTERIOR AND INTERIOR; INCLUDING LOCATIONS OF COILS, DAMPERS AND OTHER CONTROL DEVICES, FILTERS, BOXES, AND SIMILAR UNITS REQUIRING PERIODIC MAINTENANCE OR REPAIR; ACTUAL EQUIPMENT LOCATIONS, DIMENSIONED FOR COLUMN LINES; ACTUAL INVERTS AND LOCATIONS OF UNDERGROUND PIPING; CONCEALED EQUIPMENT, DIMENSIONED TO COLUMN LINES; MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED. OPERATION AND MAINTENANCE DATA SUBMIT OPERATION AND MAINTENANCE MANUAL TO INCLUDE THE FOLLOWING INFORMATION: 1. DESCRIPTION OF FUNCTION, NORMAL OPERATING CHARACTERISTICS AND LIMITATIONS, PERFORMANCE CURVES, ENGINEERING DATA AND TESTS, AND COMPLETE NOMENCLATURE AND COMMERCIAL NUMBERS OF ALL REPLACEABLE PARTS. 2. MANUFACTURER'S PRINTED OPERATING PROCEDURES TO INCLUDE START—UP, BREAK—IN, ROUTINE AND NORMAL OPERATING INSTRUCTIONS. 3. MAINTENANCE PROCEDURES FOR ROUTINE PREVENTATIVE MAINTENANCE AND TROUBLESHOOTING. 4. SERVICING INSTRUCTIONS AND LUBRICATION CHARTS AND SCHEDULES. WARRANTIES PROVIDE COMPLETE WARRANTY INFORMATION FOR EACH ITEM TO INCLUDE PRODUCT OR EQUIPMENT TO INCLUDE DATE OF BEGINNING OF WARRANTY OR BOND; DURATION OF WARRANTY OR BOND; AND NAMES, ADDRESSES, AND 'TELEPHONE NUMBERS AND PROCEDURES FOR FILING A CLAIM AND OBTAINING WARRANTY SERVICES. ROOFTOP HEATING AND COOLING UNITS MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN MANUFACTURE OF ROOFTOP HEATING AND COOLING UNITS, OF TYPES AND CAPACITIES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS. TESTING AND RATING OF ROOFTOP UNITS SHALL BE IN ACCORDANCE WITH ARI 360 "STANDARD FOR COMMERCIAL AND INDUSTRIAL UNITARY AIR—CONDITIONING EQUIPMENT". ENERGY EFFICIENCY RATIO (EER) OF ROOFTOP UNITS SHALL BE EQUAL TO OR GREATER THAN PRESCRIBED BY ASHRAE 90A "ENERGY CONSERVATION IN NEW BUILDING DESIGN" AND FL. ENERGY EFFICIENCY CODE FOR BLDG. CONSTRUCTION STORE ROOFTOP UNITS AND COMPONENTS IN CLEAN DRY PLACE, OFF THE GROUND, AND PROTECT FROM WEATHER, WATER, AND PHYSICAL DAMAGE. COORDINATE ROOF OPENING LOCATIONS AND FOR MECHANICAL AND ELECTRICAL CONNECTIONS. WARRANTY WARRANTY PERIOD: 5 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. MAINTENANCE FURNISH TO OWNER, WITH RECEIPT, TTIE FOLLOWING SPARE PARTS OF EACH ROOFTOP HEATING AND COOLING UNIT: ONE SET OF MATCHED FAN BELTS FOR EACH BELT —DRIVEN FAN. ONE SET FILTERS FOR EACH UNIT. PRODUCTS ROOFTOP UNITS GENERAL DESCRIPTION: UNITS SHALL BE FACTORY —ASSEMBLED AND TESTED, DESIGNED FOR ROOF MOUNTED INSTALLATION. CAPACITIES AND ELECTRICAL CHARACTER— ISTICS ARE SCHEDULED (ON THE DRAWINGS). CASING: MANUFACTURER'S STANDARD CASING CONSTRUCTION, HAVING CORROSION PROTECTION COATING, AND EXTERIOR FINISH. CASINGS SHALL HAVE REMOVABLE PANELS OR ACCESS DOORS FOR INSPECTION AND ACCESS TO INTERNAL PARTS, A MINIMUM OF 1/2" THICK THERMAL INSULATION, KNOCKOUTS FOR ELECTRICAL AND PIPING CONNECTIONS AND AN EXTERIOR CONDENSATE DRAIN CONNECTION AND LIFTING LUGS. ROOF CURBS: PROVIDE ROOF CURB FOR EVERY TOP AIR CONDITIONING PACKAGED UNfr. EVAPORATOR FANS: FORWARD —CURVED, CENTRIFUGAL, BELT —DRIVEN FANS WITH ADJUSTABLE SHEAVES OR DIRECT —DRIVEN FANS; AND PERMANENTLY LUBRICATED MOTOR BEARINGS. CONDENSER FANS: PROPELLER —TYPE, DIRECT —DRIVEN FANS WITH PERMANENTLY LUBRICATED BEARINGS. COILS GENERAL: ALUMINUM PLATE FIN AND SEAMLESS COPPER TUBE TYPE. FINS SHALL FIRMLY BONDED TO THE TUBES. NO SOLDERING OR TINNING SHALL BE USED IN THE BONDING PROCESS. COILS SHALL HAVE A GALVANIZED STEEL CASING. COILS SHALL BE MOUNTED IN THE COIL CASING WITH SAME END CONNECTIONS ACCESSIBLE FOR SERVICE. REFRIGERANT COOLING COILS: HAVE AN EQUALIZING TYPE VERTICAL DISTRIBUTOR TO ENSURE EACH COIL CIRCUIT RECEIVES THE SAME AMOUNT OF REFRIGERANT. COILS SHALL BE PROOF (450 PSIG) AND LEAK (300 PSIG) NESTED WITH AIR PRESSURE UNDER WATER, THEN CLEANED, DEHYDRATED, AND SEALED WITH A HOLDING CHARGE OF NITROGEN. COMPRESSORS: SERVICEABLE, SEMI —HERMETIC, OR FULLY HERMETIC COMPRESSORS, COMPLETE WITH INTEGRAL VIBRATION ISOLATORS AND CRANKCASE HEATERS. SAFETY CON rROLS: MANUAL RESET TYPE LOW PRESSURE CUTOUT HIGH PRESSURE CUTOUT COMPRESSOR MOTOR OVERLOAD PROTECTION. LOW AMBIENT CONTROL: HEAD PRESSURE CONTROL, DESIGNED TO OPERATE AT TEMPERATURES DOWN TO 0 DEG F (-18 DEG C). EXECUTION EXAMINATION EXAMINE AREAS AND CONDITIONS UNDER WHICH ROOFTOP UNITS ARE TO BE INSTALLED. INSTALLATION INSTALL ROOFTOP UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. DUCT SMOKE DETECTION SYSTEM ALL ROOF TOP PACKAGED UNITS SHALL HAVE A LISTED SMOKE DETECTOR LOCATED IN THEIR SUPPLY AIR DUCT AHEAD OF ANY BRANCH CONNECTIONS AND IN THEIR RETURN AIR DUCT AHEAD OF ANY OUTSIDE AIR INLET. ALL DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72E TO DETECT THE PRESENCE OF SMOKE AND AUTOMATICALLY SHUTDOWN THE FAN AS REQUIRED BY NFPA 90A AND THE APPLICABLE STATE OR LOCAL CODES. No. Date Revision • PROVIDE A NEW WALL MOUNTED ELECTRONIC PROGRAMMABLE THERMOSTAT TO CONTROL EACH OF 'THE ROOFTOP AIR CONDITIONING UNITS, SEE DRAWINGS THERMOSTAT LOCATIONS. PROVIDE LOCKING COVER WITH KEY FOR EACH THERMOSTAT DEMONSTRATION START—UP SERVICES PROVIDE THE SERVICES OF A FACTORY —AUTHORIZED SERVICE REPRESENTATIVE TO START—UP ROOFTOP UNITS. OPERATING AND MAINTENANCE TRAINING PROVIDE SERVICES OF MANUFACTURER'S SERVICE REPRESENTATIVE TO INSTRUCT OWNER'S PERSONNEL IN OPERATION AND MAINTENANCE OF ROOFTOP UNITS. TRAINING SHALL INCLUDE START—UP AND SHUT —DOWN, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES, AND TROUBLESHOOTING PROCEDURES PLUS PROCEDURES FOR OBTAINING REPAIR PARTS AND TECHNICAL ASSISTANCE. POWER VENTILATORS (EXHAUST FANS) GENERAL QUALITY ASSURANCE MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN MANUFACTURE OF POWER AND GRAVITY VENTILATORS, OF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 3 YEARS. PRODUCTS POWER VENTILATORS PROVIDE STANDARD PREFABRICATED POWER VENTILATOR UNITS OF TYPE AND SIZE INDICATED, MODIFIED AS NECESSARY TO COMPLY WITH REQUIREMENTS, AND AS REQUIRED FOR COMPLETE INSTALLATION. EXHAUST FAN EXHAUST FAN SHALL BE CENTRIFUGAL UP —BLAST TYPE OR AS SHOWN ON DRAWINGS. PROVIDE BIRDSCREEN, ROOF CURB, DISCONNECT SWITCH GRAVITY DAMPERAND AND VIBRATION ISOLATOR. MANUFACTURER: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE POWER VENTILATOR EXHAUS TERS OF ONE OF THE FOLLOWING: ACME ENGINEERING & MFG. CO. LOREN COOK CO. PENN VENTILATOR CO., INC. EXECUTION GENERAL: EXAMINE AREAS AND CONDITIONS UNDER WHICH POWER AND VENTILATORS ARE TO BE INSTALLED. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. INSTALLATION INSTALL VENTILATORS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. FIELD QUALITY CONTROL TESTING: AFTER INSTALLATION OF VENTILATORS HAS BEEN COMPLETED, TEST EACH VENTILATOR TO DEMONSTRATE PROPER OPERATION OF UNITS AT PERFORMANCE REQUIREMENTS SPECIFIED. SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, ONE SPARE SET OF BELTS FOR EACH BELT DRIVE POWER VENTILATOR. DUCTWORK GENERAL QUALITY ASSURANCE: MANUFACTURER'S QUALIFICATIONS: FIRM REGULARLY ENGAGED IN MANUFACTURE OF DUCTWORK PRODUCTS OF TYPES, MATERIALS, AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS. CODES AND STANDARDS: COMPLY WITH THE FOLLOWING CODES AND STANDARDS THE STANDARD MECHANICAL CODE. SMACNA AND ASHRAE STANDARDS, AND NFPA REQUIREMENTS DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. PLAN ROUTING OF DUCTWORK AND COORDINATE LOCATION OF DUCTS WITH EQUIPMENT OF OTHER TRADES BEFORE DUCT FABRICATION. SIZE AND LOCATION OF DUCTWORK SHALL BE ALTERED UNDER THIS SECTION AS REQUIRED AT NO INCREASE IN COST TO FIT INTO THE SPACE AVAILABLE, AND TO ALL INSTALLATION OF OTHER SYSTEMS. DELIVERY, STORAGE, AND HANDLING: PROTECTION: PROTECT SHOP —FABRICATED AND FACTORY —FABRICATED DUCTWORK, ACCESSORIES AND PURCHASED PRODUCTS FROM DAMAGE DURING SHIPPING, STORAGE AND HANDLING. DUCTWORK MATERIALS: SHEET METAL: EXCEPT AS OTHERWISE INDICATED, FABRICATE EXHAUST DUCTWORK FROM GALVANIZED SHEET STEEL COMPLYING WITH ASTM A 527, LOCKFORMING QUALITY; WITH G 90 ZINC COATING IN ACCORDANCE WITH ASTM A 525; AND MILL PHOSPHATIZED FOR EXPOSED LOCATIONS. CLASS FIBER DUCTWORK: DUCTWORK SHALL BE FIBERGLASS DUCT MATERIAL. FOR SUPPLY AND RETURN SHALL BE 1 1/2" THICK; STANDARD DUTY WITH A REINFORCED FLAME—RETARDANT VAPOR BARRIER. INSTALLATION SHALL BE BY AN EXPERIENCED FABRICATOR AND INSTALLER, AND ALL WORK SHALL BE PERFORMED BY MECHANICS SKILLED IN THE TRADE. JOINTS SHALL BE MADE WITH GLASS FABRIC AND MASTIC IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED SO AS TO GIVE A NEAT, WORKMANLIKE INSTALLATION, AND SHALL BE REINFORCED WITH SHEET METAL COLLARS AS RECOMMENDED BY THE MANUFACTURER TO PREVENT SAGGING. EXHAUST DUCT SHALL BE UNINSULATED SHEET METAL FABRICATED AND INSTALLED IN ACCORDANCE WITH "SMANCA" MISCELLANEOUS DUCTWORK MATERIALS: GENERAL: PROVIDE MISCELLANEOUS MATERIALS AND PRODUCTS OF TYPES AND SIZES INDICATED AND, WHERE NOT OTHERWISE INDICATED, PROVIDE TYPE AND SIZE REQUIRED TO COMPLY WITH DUCTWORK SYSTEM REQUIREMENTS INCLUDING PROPER CONNECTION OF DUCTWORK AND EQUIPMENT. FABRICATION EXECUTION INSPECTION: GENERAL: EXAMINE AREAS AND CONDITIONS UNDER WHICH DUCTWORK IS TO BE INSTALLED, INSTALLATION OF DUCTWORK: ALIGN DUCTWORK ACCURATELY AT CONNECTIONS, SUPPORT DUCTS RIGIDLY WITFI SUITABLE TIES, BRACES, HANGERS AND ANCHORS OF TYPE WHICH WILL HOLD DUCTS TRUE —TO —SHAPE AND TO PREVENT BUCKLING. ROUTING: LOCATE DUCTWORK RUNS AS INDICATED BY DIAGRAMS, DETAILS AND NOTATIONS. HOLD DUCTS CLOSE TO WALLS, OVERHEAD CONSTRUCTION, COLUMNS, AND OTHER STRUCTURAL AND PERMANENT ENCLOSURE ELEMENTS OF BUILDING. WHERE DUCTS PASS THROUGH FIRE —RATED FLOORS, WALLS, CEILINGS OR PARTITIONS, PROVIDE FIRESTOPPING BETWEEN DUCT AND SUBSTRATE, COORDINATION:. COORDINATE DUCT INSTALLATIONS WITH INSTALLATION OF ACCESSORIES, DAMPERS, COIL FRAMES, EQUIPMENT, CONTROLS AND OTHER ASSOCIATED WORK OF DUCTWORK SYSTEM. FIELD QUALITY CONTROL: LEAKAGE TESTS: AFTER EACH DUCT SYSTEM IS COMPLETED, TEST FOR DUCT LEAKAGE IN ACCORDANCE WITH SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. EQUIPMENT CONNECTIONS: GENERAL: CONNECT DUCTWORK TO EQUIPMENT AS INDICATED, PROVIDE FLEXIBLE CONNECTION FOR EACH DUCTWORK CONNECTION TO EQUIPMENT MOUNTED ON VIBRATION ISOLATORS, AND/OR EQUIPMENT CONTAINING ROTATING MACHINERY. ADJUSTING AND CLEANING: CLEANING DUCTWORK INTERNALLY, UNIT BY UNIT AS IT IS INSTALLED, OF DUST AND DEBRIS. CLEAN EXTERNAL SURFACES OF FOREIGN SUBSTANCES WHICH MIGHT CAUSE CORROSIVE DETERIORATION OF METAL OR, WHERE DUCTWORK IS TO BE PAINTED, MIGHT INTERFACE WITH PAINTING OR CAUSE PAINT DETERIORATION. TEMPORARY CLOSURE: AT ENDS OF DUCTS WHICH ARE NOT CONNECTED TO EQUIPMENT OR AIR DISTRIBUTION DEVICES AT TIME OF DUCTWORK INSTALLATION, PROVIDE TEMPORARY CLOSURE OF POLYETHYLENE FILM OR OTHER COVERING WHICH WILL PREVENT ENTRANCE OF DUST AND DEBRIS UNTIL TIME CONNECTIONS ARE TO BE COMPLETED. DUCTWORK ACCESSORIES PRODUCTS DAMPERS: LOW PRESSURE MANUAL DAMPERS: PRO14DE DAMPERS OF SINGLE BLADE TYPE OR MULTI —BLADE TYPE, CONSTRUCTED IN ACCORDANCE WITH SMACNA MANUFACTURER: LOUVERS & DAMPERS, INC. PENN VENTILATOR CO. RUSKIN MFG. CO. TURNING VANES: FABRICATED TURNING VANES: PROVIDE FABRICATED TURNING VANES AND VANE RUNNERS, CONSTRUCTED IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS." MANUFACTURED TURNING VANES: PROVIDE TURNING VANES CONSTRUCTED OF 1-1/2" WIDE CURVED BLADES SET AT 3/4" O.C., SUPPORTED WITH BARS PERPENDICULAR TO BLADES SET AT 2" O.C., AND SET INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTWORK. MANUFACTURER: ANEMOSTAT PRODUCTS DIV.; DYNAMICS CORP. OF AMERICA. BARBER—COLMAN CO. REGISTER & GRILLE MFG. CO., INC. FLEXIBLE CONNECTIONS: PROVIDE FLEXIBLE DUCT CONNECTIONS WHEREVER DUCTWORK CONNECTS TO VIBRATION ISOLATED EQUIPMENT. CONSTRUCT FLEXIBLE CONNECTIONS OF NEOPRENE —COATED FLAMEPROOF FABRIC CRIMPED INTO DUCT FLANGES FOR ATTACHMENT TO DUCT AND EQUIPMENT. MANUFACTURER: AMERICAN/ELGEN CO.; ENERGY DIV. FLEXAUST (THE) CO. VENTFABRICS, INC. EXECUTION AND INSPECTION: EXAMINE AREAS AND CONDITIONS UNDER WHICH DUCTWORK ACCESSORIES WILL BE INSTALLED. INSTALLATION OF DUCTWORK ACCESSORIES: INSTALL DUCTWORK ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, WITH APPLICABLE PORTIONS OF DETAILS OF CONSTRUCTION AS SHOWN IN SMACNA STANDARDS, INSTALL TURNING VANES IN SQUARE OR RECTANGULAR 90 DEGREE ELBOWS IN SUPPLY, RETURN AND EXHAUST AIR SYSTEMS. ADJUSTING AND CLEANING: ADJUSTING: ADJUST DUCTWORK ACCESSORIES FOR PROPER SETTINGS, CLEANING: CLEAN FACTORY —FINISHED SURFACES. REPAIR ANY MARRED OR SCRATCHED SURFACES WITH MANUFACTURER'S TOUCH—UP PAINT. AIR OUTLETS AND INLETS DESCRIPTION OF WORK: EXTENT OF AIR OUTLETS AND INLETS WORK IS INDICATED BY DRAWINGS NOTES OR SCHEDULES TYPES OF AIR OUTLETS AND INLETS REQUIRED FOR PROJECT INCLUDE THE FOLLOWING: DIFFUSERS, REGISTERS AND GRILLES. CODES AND STANDARDS: ARI COMPLIANCE: ASHRAE COMPLIANCE: AMCA COMPLIANCE: AMCA SEAL: NFPA COMPLIANCE: PRODUCT DELIVERY, STORAGE AND HANDLING: DELIVER AIR OUTLETS AND INLETS WRAPPED IN FACTORY —FABRICATED FIBER —BOARD TYPE CONTAINERS. STORE AIR OUTLETS AND INLETS IN ORIGINAL CARTONS AND PROTECT FROM WEATHER AND CONSTRUCTION WORK TRAFFIC. PRODUCTS AIR DISTRIBUTION DEVICES PROVIDE MANUFACTURER'S STANDARD AIR DISTRIBUTION DEVICES WHERE SHOWN; OF SIZE, SHAPE, CAPACITY AND TYPE INDICATED; CONSTRUCTED OF MATERIALS AND COMPONENTS AS INDICATED, AND AS REQUIRED FOR COMPLETE INSTALLATION. PROVIDE AIR DISTRIBUTION DEVICES THAT HAVE, AS MINIMUM, TEMPERATURE AND VELOCITY TRAVERSES, THROW AND DROP, AND NOISE CRITERIA RATINGS FOR EACH SIZE DEVICE AS LISTED IN MANUFACTURER'S CURRENT DATA. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, TITUS ANEMOSTAT PRODUCTS DIV.; DYNAMICS CORP. OF AMERICA. CARNES CO.; DIV. OF WEHR CORP. KRUEGER MFG. CO. 'TUTTLE & BAILEY; DIV. OF INTERPACE CORP. EXECUTION INSPECTION: EXAMINE AREAS AND CONDITIONS UNDER WHICH AIR OUTLETS AND INLETS ARE TO BE INSTALLED. INSTALLATION: INSTALL AIR OUTLETS AND INLETS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INSULATE BACK OF DIFFUSERS AND GRILLES COORDINATE WITH OTHER WORK, INCLUDING DUCTWORK AND DUCT ACCESSORIES: LOCATE CEILING AIR DIFFUSERS, REGISTERS, AND GRILLES, AS INDICATED ON GENERAL CONSTRUCTION "REFLECTED CEILING PLANS". SPARE PARTS: FURNISH TO OWNER, WITH RECEIPT, 3 OPERATING KEYS FOR EACH TYPE OF AIR OUTLET AND INLET THAT REQUIRE THEM. TESTING, ADJUSTING, AND BALANCING QUALITY ASSURANCE: TEST AND BALANCE CONTRACTOR SHALL BE AABC CERTIFIED. TEST, ADJUST, AND BALANCE THE FOLLOWING MECHANICAL SYSTEMS: SUPPLY AIR SYSTEMS. RETURN AIR SYSTEMS. EXHAUST AIR SYSTEMS. VERIFY TEMPERATURE CONTROL SYSTEM OPERATION. TEST SYSTEMS FOR PROPER SOUND AND VIBRATION LEVELS. PROJECT CONDITIONS: SYSTEMS SHALL BE FULLY OPERATIONAL PRIOR TO BEGINNING PROCEDURES. EXECUTION PRELIMINARY PROCEDURES FOR AIR SYSTEM BALANCING: BEFORE OPERATING THE SYSTEM, PERFORM THESE STEPS: CHECK FILTERS FOR CLEANLINESS. CHECK DAMPERS FOR CORRECT AND LOCKED POSITION, AND TEMPERATURE CONTROL FOR COMPLETENESS OF INSTALLATION BEFORE STARTING FANS. LUBRICATE ALL MOTORS AND BEARINGS. CHECK FAN BELT TENSION. CHECK FAN ROTATION. MEASUREMENTS: PROVIDE ALL REQUIRED INSTRUMENTATION TO OBTAIN PROPER MEASUREMENTS, APPLY INSTRUMENT AS RECOMMENDED BY THE MANUFACTURER. PERFORMING TESTING, ADJUSTING, AND BALANCING: PERFORM IESTING AND BALANCING PROCEDURES ON EACH SYSTEM CUT INSULATION AND DUCTWORK FOR INSTALLATION OF TEST PROBES TO THE MINIMUM EXTENT NECESSARY TO ALLOW ADEQUATE PERFORMANCE OF PROCEDURES. PATCH INSULATION, DUCTWORK, AND HOUSINGS, USING MATERIALS IDENTICAL TO THOSE REMOVED. TESTING FOR SOUND AND VIBRATION: TEST AND ADJUST MECHANICAL SYSTEMS FOR SOUND AND VIBRATION RECORD AND REPORT DATA: RECORD ALL DATA OBTAINED DURING TESTING, ADJUSTING, AND BALANCING IN ACCORDANCE WITH, AND ON THE FORMS RECOMMENDED BY AABC DEMONSTRATION: TRAINING: TRAIN THE OWNER'S MAINTENANCE PERSONNEL ON TROUBLE —SHOOTING PROCEDURES AND TESTING, ADJUSTING, AND BALANCING PROCEDURES. SCHEDULE TRAINING WITH OWNER'S REP. WITH AT LEAST 7 DAYS PRIOR NOTICE. DRAIN PAN THREADED C/ THREADED C 1/4" b HOLI IN TOP TO ROOF DRAIN OR GL SUPPLY DUCT AIR FLOW STAINLESS STEEL DRAW BAND AIR FLOW INSULATED FLEXIBLE DUCT SIZE SAME AS DIFFUSER NECK SPIN -IN FITTING W/VOLUME CONTROL DAMPER TYPICAL FLEX DUCT CONNECTION N.T.S. / ROOF TOP UNIT VIB. ISOLATION SIMPSON CS COILED STRAP AT 24" OC. WRAP AROUND 2X6 P. T. WWOD AND SCREW WITH # 10 TEK (2 PER STRAP) # 10 TEK SCREWS © 12" 0. C. BLDG. STRUCTURE (REF.) SEE ST. DRAWINGS FOR \ ADDITIONAL INFO. COOLING COIL UNION �— PROVIDE NEW TRAP IN NEW AHU CONDENSATE DRAIN PIPING, VERIFY PIPE SIZES IN FIELD. CONDENSATE P-•TRAP DETAIL NTS P.T WOOD 2X6 WITH 1/4" BOLTS WITH WASHER AT 24" OC CURB HANGER STRAPS ATTACH HANGERS TO — STRUCTURE AS PER AMACNA FIG'S. 4-1, 4-2 4-3 AND 4-4 60" MAX DUCT n rrACFI HANGERS TO ;UC TURE AS PER 4CNA FIGS. 4-1, 3 AND 4-4 �D RATED FASTENE ID TO BE SAME SI HANGER STRAP MAX. 10" DIA. MAX. 36" DIA. MAX. 24" DIA. HANGERS SHALL MAINTAIN DUCT CROSS-SECTION (SHAPE) STRAPS TO BE 1 1/2" WITH MIN. DUCTWORK INSTALLATION DETAILS N TS FULL SIZE COND. DRAN(S), SLOPE TO ROOF DRAIN OR GUTTER ROOF TOP UNIT WITH SLOPPED ROOF—\ PREFAB ROOF CURBS W/ NAILER VIB. ISOLATOR —� COUNTER FLASHING ROOFFLASHING ROOF CONSTRUCTION INSULATION AND/OR DECKING TO REMAIN INSIDE CURB (EXCEPT DUCT OPENINGS) AFTER CURB INSTALLATION NOTE: ALL ROOF MOUNTED EQUIPMENT MUST ADHERE TO CURRENT HURRICANE CODES REGARDING ROOF TIE—IN AND WIND RESISTANCE. O.A. INTAKE W/ MANUAL DAMPER AND BIRDSCREEN I FLEX CONNECTION SUPPLY AND RETURN AIR DUCTS DUCT MOUNTED SMOKE DETECTOR—y INTERLOCKED WITH UNIT SUPPLY FAN (TYP.) ROOF TOP UNIT MOUNTING DETAIL PROVIDE PROPER CLEARANCES FOR SERVICING OF EQUIPMENT NITS DUCT MOUNTED SMOKE DETECTOR SHALL BE IONIZATION TYPE OPERATING ON DUAL CHAMBER PRINCIPAL, WITH INDICATOR LAMP. DETECTOR SHALL BE MOUNTED IN THE IN THE HOUSING WITH SAMPLING TUBE EXTENDED IN THE DUCTWORK. AS MNUFACrIRER BY ADT OR EQ. CONTRAACTOR SHALL SUBMIT CATALOG TO COUNTY FOR APPROVAL BEFORE INSTALLATION COORDINATE WITH FIRE ALARM CONTRACTOR FOR TYPE AND LOCATION SUPPLY AND OR RETURN RISER TO RTU'S COULD BE SPLIT INTO TWO SEPARATE RISERS TO ACCOMODATE TRUSS/JOIST LOCATION. COORDINATE WITH STRUCTURAL DWGS BEFORE INSTALLATION FOR DUCT ROUTING AND ROOF OPENING roved No.1 Date Revision Approved Designed by: CERTIFICATION M G ENGINEERING, INC. 0 Drawn by: GG 01/14 Scale: AS SHOWN ADDITION TO EXISTING CPH BUILDING 7trct1itersSheet No. 5 Eddgincers Planners CanclsudF eArdtitects CITY 0 F SAN FO RD Consulting Engineers EB 7210 Checked by: MG / Date: DECEMBER, 2004 sddrvelt ors SIGNATURE DATE 299 Laraine Drive .Suite 2004 . Altamonte Springs, Florida 32714MG M-3 Codlsfntction Management e Approved by: / Job No. 503 MR7 N t e u g i ite e r s. c o to Tel. (407) 786-4811 •Fax. (407) 786-0866•mgeng(neeringOcfl.rr.comSEMIN0LE COUNTY, FLORIDA.5W lultun Si a t, Sanford, I k 32771 These drawings are not to be modified, changed or copied without a' d �IT�1 ft 7 'M File: Phone•: M 7361112 Fav 3sc Mc 112 a written permission from MG Engineering, Inc. ©2002 ''-"- H_EMAIL_MG_. EPdGINEERING_01_24_E PAGE 1—1124/05 12:13:36 PM S K -"- H-EIvIAIL_MG ENGlt*-dEERING_01_24_E PAGE 1 - 1/24105 12:13:34 PM s 9 h-''- H-EMAIL_NJG ENGINEERIPJG-01_24_E PAGE 1-1124105 12:13:32 PM h_ h_ H-EMAIL_MG ENGINEERING_01_24_E PAGE] -1124105 12:13:23 PM 0 *-"- H_EMAIL-MG ENGINEERING_01_24_E PAGE 1-1124105 12:13:24 PM ri 4�C/ .3 r. v ,, .� ...-� _.�.